SW7090906_HISTORICAL FILE_20091015

NORTH CAROLINA
J
Department of Environmental Qua

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

Nord: Carolina Secretary of State
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Elaine F. Marshall
Secretary
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DEPARTMENT OFTHE
SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 10/15/2009
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Corporation Names
Name Name Type
NC Malone, Legal
LLC
Limited Liability Company Information
SOSID: 1119215
Status: Current -Active ..
Date Formed: 10/12/2009
Citizenship: Foreign 4p4OJ %s!,
State of Inc.: VA Q
Duration: Perpetual
Registered Agent
Agent Name: Williford, John S., Jr.
Registered 422 Sunset Avenue
Office Address: Rocky Mount NC 27804
Registered
P.O. Box 4538
Mailing
Rocky Mount NC 27803
Address:
Principal Office
10220 West Broad
Address:
Street
Glen Allen VA 23060
Principal
10220 West Broad
Mailing
Street
Address:
Glen Allen VA 23060
I of 2 10/15/2009 3:15 PM

Vinson, Scott
From:
Matthew Williams[[e-mail]]
Sent:
Wednesday, October 14, 2009 4:57 PM
To:
Vinson, Scott
Subject:
Dollar General - Malone LLC Registration
Scott,
Malone LLC has been registered with the North Carolina Secretary of State's Office, and is listed in the database on the
NC Secretary of State's website.
Do you need me to send you any further documentation regarding this registration, or is this sufficient to now issue the
permit? Thanks.
Matthew Williams, El
Baldwin and Janowski, PA
[phone]

Vinson, Scott
From: Vinson, Scott
Sent: Thursday, October 08, 2009 2:59 PM
To: 'Matthew Williams'
Subject: RE: Dollar General - Additional Request for Time Extension
Attachments: image001.jpg
Matt,
I just finished talking with At and we are granting another extension request to submit the required additional
information on Monday, October 19, 2009.
Take care,
Scott
NOTE: Please update your address book with my new email address Scott.Vinson(a)ncdenr.o,
Please consider the environment before printing this e-mail.
'E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Matthew Williams[mailto:[e-mail]]
Sent: Wednesday, October 07, 2009 11:32 AM
To: Vinson, Scott
Subject: Dollar General - Additional Request for Time Extension
Scott,
I got a message from the owner's lawyer this morning saying that he needs a little extra time in order to get the paperwork
ready and sent for registration of Malone LLC with the N.C. Secretary of state. The lawyer is in Rocky Mount and the
owner is in Virginia, and apparently getting the signatures on the forms is the cause for it taking a little longer than
normal. Would it be possible to extend the deadline back another week, to October 19"?
Matthew Williams, El
Baldwin and Janowski, PA
[phone]

s
-Oct 02 2009 8:40AM BALDWIN 4 JANOWSKI 2523211412 .P.1
1015 CONFERENCE DRIV.E
GREENV ILLF_, NC 27858
252-756-1390
252-321-1412 FAX
FACSIMILE TRANSMITTAL SHEET
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COMPANY: DATE:
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FAX NUMBER: TOTAL NO. OF PAGES, INCLUDING COVER:
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PHONE NUMBER: SENDER'S REFERENCE NUMBER:
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❑ URGFNT ❑ FOR REVIEW [:]PLEASE COMMENT MPLEASEREPLY ❑ FOR YOUR USE
NOTESICOMMENTS
ADM INQ HAL I IWI NANDASSO CIATF-S NC. COM

j
t 02 2009 8:40AM BALDWIN & JANOWSKI
2523211412
p.2
Baldwin&
Janowsld,PA
ENDINEERING SUR`V PING -PLANNING
October 2, 2009
NCDENR —Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Attn: Scott Vinson, Environmental Engineer
REF: Stormwater Review SV 7090906
Dollar General —Washington, NC
Request For Time Extension
Dear Mr. Vinson:
Thank you for your recent comments regarding the Dollar General project in Beaufort
County. Pursuant to your letter dated September 25, 2009 we are requesting a time
extension for the submittal of the required additional information. We would prefer at least
an additional five business days, so we would request the deadline for submittal of the
additional information be moved from October 5, 2009 to October 12, 2009.
Respectfully,
Matthew D. Williams, El

HCDEHR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Russell H. Malone, 111, Member
Malone, LLC
10220 West Broad Street
Glen Allen, VA 23060
Dear Mr. Malone:
Division of Water Quality
Coleen H. Sullins
Director
September 25, 2009
Subject: Stormwater Review SW7090906
Dollar General — Washington, NC
Beaufort County
Dee Freeman
Secretary
This office received a Coastal Stormwater permit application and plans for the subject project on September 16,
2009. A preliminary review of the project indicates that before a State Stormwater permit can be issued the following
additional information is needed.
The applicant for this project is Malone, LLC based out of registered in the state of Virginia. In order for a
company to do business and receive a State Stormwater permit in North Carolina, that company must register
with the North Carolina Secretary of State's Office. Please have this company register with our Secretary of
States Office as soon as possible. If additional time is needed to have this registration completed beyond the due
date listed below, please write to request such an extension.
The above requested information must be received in this office prior to October 5, 2009 or your application will
be returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-
215. l and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. if you have questions, please feel
free to contact me at [phone].
cc: Steve Janowski, PE (by email)
Washington Regional Office
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NO 27889
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
Internet: mw ..nmaterquality.org
Phone:[phone] FAX [phone]
FAX [phone]
NorthCarolina
An Eaual Oaooqumly 1 Affmnative Action EmOD m

Aston Soil Works, Inc. September 8, 2009
P.O. Box 86
Simpson, INIC 27879
Baldwin and Janowski
Mike Baldwin
1015 Conference Dr
Greenville, NC 27858
Re: Seasonal High Water Table Determination for Stormwater Retention Pond (Dollar
General) in Washington, NC
Dear Mr. Baldwin,
As requested, a seasonal high water table determination was conducted on August 28,
2009 for a proposed dollar general store in Washington, NC. The findings of this
investigation suggest a seasonal high water table is 22 inches below the natural surface.
This is based on a single boring conducted in the center of the proposed retention pond.
The method of determination was based on soil morphological features containing > 2%
chroma 2 color or less mottles. The soil profile description contained:
Ap — 0-12 inches; brown (10YR 5/3) sandy loam, fine granular structure; friable.
E — 12-18 inches, pale yellow (2.5Y 7/3) sandy loam; fine granular structure; friable.
Bt1 — 18-22 inches; pale yellow (2.5Y 7/3) sandy loam, few brownish yellow (10YR 6/6)
mottles; fine granular structure; friable.
Bt2 — 22-24 inches; pale yellow (10YR 5/6) sandy loam; common light brownish gray (2.5Y
6/2) mottles; fine granular structure; friable.
If you have any further questions, please contact me at [phone].
Sincerely,
Gene Aston
Licensed Soil Scientist # 1261
Registered Sanitarian # 1448
EXPRESS
SEP 16 2009
NC DO

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kaldwin&
Janowski,PA
ENGINEERINGSURVEYING' PLANNING
STORM WATER MANAGEMENT NARRATIVE
DOLLAR GENERAL
WASHINGTON, BEAUFORT COUNTY, NORTH CAROLINA
August 20, 2009
Revised August 27, 2009
GENERAL INFORMATION EXPRESS
Project Name: Dollar General SEP 16 2009
Location: US HWY 264, Washington, NC NC DENR
Owner: Land South, LLC
10220 West Broad Street.
Glen Allen, VA 23060
Consultant: Baldwin & Janowski, PA
1015 Conference Drive
Greenville, NC 27858
Phone: [phone]
This project site consists of 1.181 acres. The purpose of this project is to construct a new
commercial building, parking lot, associated utilities, a wet detention pond, an outlet swale, and
any other appurtenances needed to serve the building while disturbing approximately 1.33 acres,
including adjacent off -site area.
The project site is located north of the right-of-way of US HWY 264.(5" Street), approximately
0.16 of a mile north of the intersection of US HWY 264 and West 151" Street in the city of
Washington, North Carolina. The property is bounded by US HWY 264 to the West, an existing
drive and commercial development to the South, and undeveloped land to the North and East.
Sanitary sewer service and water service for this project are to be provided by the City of
Washington. There are no wetlands on this project site.
STORMWATER INFORMATION
Runoff from this site eventually drains into Cherry Run and then the Pamlico River. The stream
classification and index number for Cherry Run are "C; Sw; NSW' and "28-103-17", respectively.
The existing project site consists of grades from 0% to 3%. Existing surface drainage is currently
sheeting to the north into and existing ditch. Post -development, the storm water runoff from 0.89
acre of the site will be collected in a proposed storm drainage system consisting of roof drains,
curb and gutter, a flume, and a swale to a proposed wet detention pond designed to remove 90%
TSS.
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
TP ?r? 75R 1100 . -AY 959'1?1 1A19 • 1 oe Al RAI nXA/INANn.1ANfHNRK1 rme

All of the proposed impervious built upon area will be collected and treated in the proposed pond.
Off -site runoff is not draining onto the site, and does not drain into the proposed wet detention
pond. The outflow from the pond will be discharged into a 200 LF outlet ditch and then into the
existing off -site drainage system.
This project site is not located within one-half of a mile of SA waters, and does not have any
buffer requirements or any development proposed within a buffer. This project site is accessible
by an existing drive adjacent to the project located on the eastern side of the right-of-way of US
Highway 264, and will not require any road construction across other property in order to access
the site.
The stormwater design for this project is commercial high density, and according to state
stormwater. This project will consist of two drainage areas. The watershed breakdown of the total
site is as follows:
Total Project Site Area 1.181 ac
Existing Impervious Area 0.076 ac
Proposed Impervious Area 0.663 ac
% Built Upon Area 62.54
NUTRIENT REDUCTION INFORMATION
This site contains 0.076 acre of existing transportation impervious area, which has previously
been accounted for.
STREAM DETERMINATION TO TAR-PAMLICO RIVER RIPARIAN BUFFER INFORMATION
As determined by an on -site visit, the existing ditch being tied into from the proposed swale at the
outfall of the proposed pond is not subject to the Tar -Pamlico Riparian Buffer Protection Rules.
Further downstream from the location where the proposed swale ties into this existing ditch,
however, the stream is subject to the Tar -Pamlico Buffer Rule. Please see attached
documentation from the NC DENR.

r / NORTj: CLROLINAD6PARTMENCEs
fNY, w1rN MLr Ano............ Iw
AMY CH.P.AN ® A
EN VIRONMENTGe SrEC1409T 111 �p�a�
D IYI9I ON of WnTC. QUALITY tMCD
d650 Mall Service Center, Rmlelgh. Nr 27699.1850
2311 C1000e aNtl., Slue 290, ReIclgh. NG17906
ph, 9.19.715-6923 FA%918-733-6883
amy.chaDmenQnrm011 not.
' .¢mmorrra
Mr,
D. Granville Lilley
214 Whispering Pines Road
Washington, NC 27889
Applicability to the Tar -Pamlico River Riparian
NCDENK
rent of Environment and
Division of Water Ouallty
CO1een N. Sullins
Director
Natural Resources
Dee Freeman
Secretary
February 11, 2009 DWQ Project # 2003-0280v2
Granville County
EXPRESS
SEP 16 2009
Cin-Site Determination for
(I5P.NCAC 2B .0259)
NC DENR
Area Protection Rules
Dear Mr. Li11ey:
on February 10, 2009, at your request Amy Chapman conducted lac on -site lito the Tar-Pamlion co
review one stream feature located on the subject
featureProperty
splabeled a.pp08 185 B" on the attached maps
Buffer Rules (] SA NCAC 2B .0259). 112009, Roberto Schaller, from the Division of Water
initialed by AMY Chapman on February
Quality (DWQ) Washington Regional Office had previously conductedonJanuary 9, 2009, You
n
of the stream. In your undated letter to the Director received by DWQ
requested an appeal of. his determination as provided within 15A NCAC 028 0259(3)(a)
.
At your request, Amy Chapman conducted an appeal of Chapman evaluated the stream using the
eview
determination as stated above. During the She evaluated d the point at which she believed the
DWQ Stream Classification Form (form).
states thatbfghe scoreaisU`greater than orequaltto 19 point th0o saeram s°at least in crrnittent"orm
The DWQ has determined that the stream labeled as "08-185413" on the attached map is
"perennial" and 'is subject to the Tar -Pamlico Buffer Rule.
is
This stream and its associated buffers should be identifiednother n any f utur npa ns for
t)3ofphi Party.
The owner (or future owners) should notify the DWQ d
decision in any future correspondences concerning this property.
VC any activity
This letter only addresses the applicability to the buffer rules and does not
o P loc United States
within the buffers. Nor does this letter approvedon al questions within
Water. additional information
or Waters of the State. If you have any
401 O,0, g trxpress F!010W Pormi111np Un�l
1651) Mall 5ervice Gamer, Raleigh. North earollns 27699.1650
Locatlon. 2371 Crabtree aWO., Raleigh. Nonh Carolina 2760'
phone'.919.733.17961FA%: 919.733,6893
Inlarnet htlDarn2o,enr.)tate.nC.IIsIn( 'otlanOU
One
NorlhCar01
Naturah

D. Granville Ulley
Pagc 2 of 2
February 11, 2009
please call Amy Chapman at [phone]. This determination is subject to review as
provided in Articles 3 & 4 of G.S. 150B.
Sincerely,
i a
„ I-Cyndi B. Karoly, Supervisor,
401Oversight/Express Unit
CBK/Img/asc
Enclosures: USGS Map
Stream ID Form
cc: Lauren Witherspoon, DWQ Ralcigh Regional Office
Filc Copy
Matt Matthews, DWQ Wetlands and Stormwat.er Branch
filename: 081854v2GranvilleLilley(Beaufort)DET_Appeal

North Carolina Division of Water Quality — stream Identification ,1
lntification Form; Version 9
Data: -16 - a ,
Prolaor: a$- o Jai-Va Latitude: .
Site: I l,;ii Longitude:
Evatualor. �Q mt>n � 0 . G ro.�f • 1'�
Total points; _ , , I_ y other
5 County-,�,,>,.,�Cri ' a.p. Oued Name:
9rreBm is of teem Intermidenr .
B. H drab Subtotal I • -3
1
14.Groundwater flow/dlscha s
0
15. Water In channel one > 48 hrs since rain, pS
p
1
Water In channel — d or rowin season18.
Leanitter
1.5
1
U
17. Sediment on plaMa or debris
0
10. 0 anlC debris lines or Iles ack lnos)
019.
rICacne mdoximo hlcfeatures resent?
No
= 0
C. Blolo �uotorer
2
0
20 . Fibrous roots In channel
3
0
21 Rooted plants in channel
3
2
.
22, Creyfish
_I 0
0.5
1.5
3
23. Bivalves
1
2.
24. Fish — O, ' _
-I_�
0.5
1 -
1.5
1.6
25. Am hlblena ___
~0
0.5
1
1.6
26, Mecrobenlhos ote c;�arsN and abundsnca
0.5
27. Filamentous algae; DariDhVtOn
1 0
1
2
28, lron oxldlzrn baoteda/fungus.
D
0.5
1•
0
29 Wetland plonts In etreambed,_FAC
= 0.5;
FACW = 0.75; OBL = 1.5
AV = 2.0:
t e
. --
_ nn ._..___
__ LL. _...ennrve nl enuelln nr
wwICRd OIYnl6.
-Items 2e aria Z7 MCUa on ma preeenw u' uwn. ----- _..
Sketch:
Nabns: (Van bath dda olthlo torte Ibradd:lurcl nr.1.:.I
Oka

VESTED RIC'
GUIDANCE FOR DI'.
The vested rights doctrine
project has proceeded to such a
new changes in the law upon it.
change in law, it has most often:
defined its criteria through statu.
concept has been explicitly inco;
session laws and State rules.
This document provides
regarding DWQ's vested right:
project differ from this gu;c rn:
DWQ staff may solicit advice 'r
has the authority to determine
that the facts surrounding the p
allow the project to proceed wi`'
this a legal concept, if Caere is
project meet the vested
NC Attorney General's
able:to make its detern-.i.-a'.i',:
vested rights and not impose
legal concept, the issue may a
DWQ and the advice of t'he P
upon the evidence
issue proceeded throw
rights should include 1,
This guidance d.,: _1 r...
various session laws a:'. ` n 'r
vested rights for certoi:;
rights for forestry prof,
contract or deed sign•
general- criteria .of,.ve
one document must t;
rights program, conlr;
There are gen-
rights and 2) commc
North Carolina slat,.
governments as pa,
153A-344.1 and 16:
rights, the criteria ar,.
DEVELOPMENT:
WATER QUALITY STAFF
.'003
d fairness to determine whether a
-,t it would be unreasonable to impose
may be applied generally to any
-d to zoning law which has steadily
�,es and case law. The vested rights
i State law through subject -specific
Vance to DWQ staff and applicants
Is. If the facts surrounding the
complex application of fact to law,
'.torney General's Office. If DWQ
;or certain rules, it may determine
i meet the vested rights criteria and
ing with those rules. However, since
Whether the facts surrounding the
)WQ should solicit advice from the
�ceived advice, DWQ may be better
exercise its authority to recognize
.;use the vested rights concept is a
Aed in court. The determinations by
neral's Office simply forecast, based
it, what a judge may decide if the
spondence with respect to vested
pecialized criteria included in
nple tests for determination of
pie, the determination of vested
on whether there is a valid timber
'.ate of the rules, rather than the four
ally a simpler decision since only
e questions about a specific vested
::',ng authority for more information.
vested rights: 1) statutory vested
�utory vested rights exist because
--rrnine vested rights to local
:.hority. See N.C. Gen. Stat. §
c Under the statutory vested

(1) A site specific:'
(2) Reviewed afte quasi-judicial public hearing; and
(3) Approved by V )t•
What constitutes a site spe'
Ian is defined by ordinance. Many
local governments have gc.
'efining the site specific
development plan that qual
:ht and established a detailed
ordinance defining all crite
Under those circumstances, the
vested rights ordinance dic,
nts to be met. For example, many,
of the vested rights ordinar
'ication and fee to establish a
vested right, separate from
oval application and fee, which
make these vested rights :
rule out.
Common law veste
se the courts have reviewed the
facts of various cases anc
or the "fairness" test discussed
above when the governm
new rule requirements on an
entity. The four basic crit
t be met to make a determination
on vested rights applicabi'
1. substantial c
2. made in go
3. in reliance c ^_rmit and
4. a detriment Sing the project to comply with the
new rules
All four of the criteria mu 'ley build upon one another. Many
of DWQ's more recent n on law criteria to recognize vested
rights and allow a projec' vith the new rules.
Substantial Expenditure -
Substantial exper
-,mount of money obligated to be
spent on the project. It
-ics of checks, financial statements
or balance sheets that s
exp:.nded. It may also be proven
by contracts which bind
rojec: to expend money. Case law
on the subject excludes
,f the land since this does not tie the
development to any par'
N also differentiates between
phases of a developmer
enditures were made on one phase,
but not the remaining p'
e me =ts this criteria.

of lots may not be vested. - project may be required to redesign
the layout of lots, but „ot tl
Detriment
Detriment means th-
­n of the new rules will prevent the
project from being co<nplet
or will impose an unreasonable
burden on the develc-per.
a prc! ct has an approved 401 Water
Quality Certification i ;ue,'
active date of the rules showing a
commercial building t.:otp
Aream, then the project is vested
because it may not be at'
other way or it would impose a
substantial cost in reciesic
In the alternative, If the development
can occur without sicnific.
"he ru! a, then the project is not vested.
For instance, a site- pec!
plan .ay show road and lot layouts,
but not individual bu iing
uildi: may be constructed within the
approved lot layout a d
: bui. _r rules, then the project is not
vested.
DWQ staff in ".e '
coor.'inate the agency's review of
requests for vested jht:
-.ce c DWQ's Regional Office staff. If
an app' ;,ant wants pu
thr DWQ staff should meet with the
applica -,t to discus, e .
v-- j rights. If a clear-cut decision
cannot '_�e made at _..
? sl should recommend either that
1) the applicant pun
rules (Minor Variances are issued by
DWQ staff while M� r
A by the Environmental Management
Commission) or 2) Z
pa; age of information which
attempts to addres i
listed above. Staff should
recom:.%end that t'c p
ssist in this process since it is a
comp!. < legal issu "
vested rights package, is still
unclear cn how th..
_.. .pply to the project, then DWQ
will prepare a cove
is .. nplete) and send it to the N.C.
Attornc ! General':.
'•Vi. :.
^.pplicants „ ^w of their project for vested
rights ould sub: ._d party's claim based on the
applic. :!a vestec' ription of the project and the
followi ; inform,-,.
Doc iitures and/or contractual
oblic
A r nt plan approved prior to the
c.`
A c eater quality impacts relevant to
ti:: he applicant is seeking vested

Good Faith
Good faith means tl- tures were made without
knowledge of the impendir a good faith criteria is
focused on the timinn of d- ample. it may be proven by
showing that a site-specifi, :proved prior to the rules'
adoption.
Good faith also me- -ontinue to abide by such
terms and co.n.ditic^. of tl project fails to abide by the
original terms and nditi cities are no longer
proceeding in goc ith : rorfeited and the new rules
may be imposod.
Reliance on Government:
This c !ar.: --arc
-ditures were made in good
faith on an a, ;:r`
° <
;m a public entity. Since the
case law rem
a subdivision approval)
must be obt::_, ..
:ec�
,e imposition of new zoning
regulations, the la, ',j
may .
that a State water quality
approval mus.! be
_ `fain
against the imposition of new
water quality rule4:
For
e met by showing that
: Quality Certification issued
activities pr,.
prior to the
The ..
If a permit has expired, it is
no longer va'id.
per
y to the law or outside the
authority of
permit has been violated,
the violatier
and cannot be considered
vested. A :
Jng on the permit's
conditions.
.)pment activities are no
longer prom
The
-,t was exempt from a
ohibit a vested right. For
governme,
quired reporting thresholds at
instance, f
Corps of Engineers' in
the time ::
regards t
d not have to show a 401
Water Qr
T xtent of vested rights because
only the led governmental approval
may be for a subdivision showed
only roc :ycut may be vested. If the
layout c roved plans, then the layout

was exempt from
4 -,les will be a detriment to
ration, water bodies
restrictions created by
regulations)
The a.. a appropriate permitting
authority in C ng, 2321 Crabtree Blvd.,
Suite 250, R

Baldwin&
Janowslrd,PA
ENGINEERINGSURVEYING' PLANNING
STORM DRAINAGE AND EROSION CONTROL CALCULATIONS
EXPRESS
DOLLAR GENERAL SEP 16 2009
Beaufort County, North Carolina ANC DEINR
Project #: 09-073
August 11, 2009
Revised August 27, 2009
hie � �F33,
p anowski, P.E.
Dale
/
�:./�u ' "..r
Date '
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
,c. 9S9 71;R 11011 . ...v 9F9 191 1d19 . RAI r)1A/IAIANRIANr1w CKI rnI,

Ali---- -' Baldwin' �.
Janowslc PA
-- _ ENGINEERING SURVEYING PLANNING
.1:1 rai lE II ----
Baldwin & Janowski, PA
Engineering, Surveying 6 Planning
1 01 5
Conference Drive
G,wnelli8, NC 2]a96
(252)7564]90
STORM WATER DETENTION ROUTING
FOR
DOLLAR GENERAL
Washington, NORTH CAROLINA
10 Year Slwm
812/l09
10 year norm

Total watershed area
1.101 acres
Impervious Area
C.
095
CN= 98
0078 acres
Unimproved Cleared Area
C.
0.35
CN= 28
1.181 acres
Wooded
C.
0.20
CN= 78
0.000
SCS Soil Group
B
Hydraulic Length
Overand
200 Channelized
0feet
Vehoat Relief
Overland
13 Chennelized
0.1 feet
10 Year Rainfall
598 inches
Time of Concentration
emirmal flow
r
/
Overland
Cnannelized
M
5.8
+
00
5.8 minutes
_
128
Composite C based on published values (exhibit 1Malcom)
ite
041
R
R
9
p
Rainfall Intensity
7=
2
132
1B
730 inches per fir
(h+T)
10
203
22
25
246
23
100
302
25
Peak Olson.,,.
Q = C//(
3.55 cfs
Total watershod area
Trenspmation
Roof
Ma aged Pervious Flat Lawn<2%
Wooded
SCS Soil Group
Hydraulic Length
Vertical Relief
10 Year Rainfall
Design Hydrograph Formulation
Composite CN
1000
S=--10
CN
Runoff
0..
r + o.xs
Time of Comparn aluen
channel flow (not overland)
Ell"
/,_ r
L
118
Composite C =
Rainfall Intensity = 1 = A
(h+T)
1A81 acres
C= 0,95
CN= 98
0.53 acres
C= 1.130
CN= 98
0.21 apes
C. 0.15
CN= 73
044 acres
C. 0.20
CN= 78
000 acres
8
Overcoat
SD Channeleed
290 feet
OvenaM
as CM1annelized
420 feet
598 inches
Overland Channelized
04 + 0.6
R 9 p
2 132 18
10 203 22
25 246 23
100 302 25
886
1.28
468 inches
and.dn.1 niperva.)
5.0 minutes (minimum To of 5 min.)
066
1.52 Inches per hr
Peak Diechrule
Q-CIA 5.85 cfs
Time to peak
1ir1
' I 39Q, 41.1 minutes
Storage Required
S = �Q, — Q„) �, 5.686 of
(Above 1st inch of runoff pool)
Ailowable release at impoundment (prebypass) =
3.55 cfs
Peak rare of Inflow at impoundment (pre bypass) =
5.85 Us
Allowable release at inclundmem(po54bypass)=
3.22 cfs
Peak rate of inflow at impouMment flared bypass) =
5.53 cfs
BYPASSED FLOW
Arde ac) C f(inlbr)
Trans,natbn 0.00 0.95
Root 0.Do 1.D0 aaque.
0,33 cfs
Managed Pervia 0.29 0.15
Wooded 0.00 020
Total 0.29 0.is 7.52
10 year storm
2

STAGE STORAGE DATA
surface
dif.
accum.
Elevation ren
elev
storage
storage
Elevation
Stage
8.00
3.371
-
800
0
1.00
4,212
9.00
5,053
4,212
9.00
1
100
5,883
10.00
6.313
9.895
10.00
2
050
3,380
10.50
7.128
-
13,255
10.50
2.5
0.50
3,845
-
11.00
8.250
-
17,100
11M
3
Storage elevation@minimum storage volume 8.83 last
Z
Computed
_ Storage
Stage
LN(Storage)
LN(Stage(
Stage
4.212
1
1.10
9.895
2
9.20
0.69
2.03
13,255
2.5
949
0.92
2.50
17,100
3
975
1.10
300
In ]:1
`J
z,
1A0
]i
Z =
—
0.29
K,
8.83 feet msl
Size Outlet Device for Cannot Structure
invert elevator,
8.00 feet list
estimated onfice renter elev. =
804 feet msl
proposed water surface elev. =
8.83 feet rest
Average head (h)=
0.28 feet
discbarge(d) =
3 2 cis
coefficient of discharge in
06
Oct. equation
Q=CAA 2Kh 1.27 inches
SAY 1 inches
onfice will drein temp storage in 2 92 days
10 year storm
3

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z sss 0 0 0 000
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60000'o co600
888 888 808 0888880888
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€g E€o8o8088 80.888888 8 8 S88ry8888 8 8 888N8 8888 8 8 8 8 88 8 8888.8888 8 8 8 8 8.
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00000000000000 Doom O O o 000 00 00 0o wo. o 0 000
ooNNrr8H8NQNVN�N oNHNH v oo. oo. o.............
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yaaa 000000 �m0,
SSoSSo8S888o8888.88o888S88S888 oS888o$8840--�448$y�.+&&m-�000W��oam Bw N-NNW-u mB mm=Sw momaN m.N.� o 000ao ,m„F
oomaom000000 fma
5888888588888SSS888888888o888S$888S8S888888S8S88S888o8S888888SS0000888S8888880088S8888S888888 of

Results of routing the 10 Year storm
Use orifice•
1.00 inches
will draw down storage volume in 2.92 days
Peak outflow •
4.86 cfs
Peak Stage-
1.49 it
Water Elevation-
9.49 ms1
Peak Storage •
6.459 cf
Design Spillway
8.83 last
Temporary Pool Elevation for lint 1.5 inches of noff
Length of Weir
3.00 ft
To control 80%2-year storm
Structure Overflow
9.50 ms1
Top of Outlet Control Structure
Length of weir
10,00 ft
to year storm

Channel Flow Calculations
PROJECT: Dollar General
Beaufort County, North Carolina
Channel type: All swales are triangular grass -lined vegetated swales
Method: Manning's Formula, based on 10-year storm
August 11, 2009
List of Swales
Swale #1: 34 LF @ 2.85 % Discharging from Flume to wet detention pond
Swale #2: 200 LF @ 0.73% Discharging from FES #1 to existing ditch
Swale #1
Given:
Design Q = (0.82)(7.52)(0.73 ac) = 4.50 cfs
Manning's Coefficient: 0.03
Channel Gradient/Slope: 2, 85%
Depth: 0.50 it
Left Side Slope: 5:1 (H:V)
Right Side Slope: 5:1 (H:V)
Channel Characteristics:
Discharge (Q) Capacity 7.41 cfs
Flow Area 1.25 W2
Wetted Perimeter 5.10 It
Top Width 5.00 it
Critical Depth 0.42 ft
Critical Slope 0.015290 ft/ft
Max. Possible Velocity 4.86 ft/s
Velocity Head. 0.57 ft
Specific Energy: 1.77 It
Froude Number 1.38
Flow Type Supercritical
Results for 10-yr design storm:
Design 0 < Channel Capacity Q, OK
Peak Velocity (10-year) = 3.65 ft/s
Flow depth = 0.41 It
Swale #2
Given:
Design Q = 4.86 cis (see 10-yr routing)
Manning's Coefficient: 0.03
Channel Gradient/Slope: 0.73
Depth: 1.00 It
Lek Side Slope: 5:1 (H:V)
Right Side Slope: 5:1 (H:V)
Channel Characteristics:
Discharge (Q) Capacity 10.52 cfs
Flow Area 5.0 Ill
Wetted Perimeter 10.20 It
Top Width 10.00 It
Critical Depth 0.71 It
Critical Slope 0.019038 ft/ft
Max. Possible Velocity 1.87
Velocity Head: 0.04 ft
Specific Energy: 1,04 ft
Froude Number 0.42
Flow Type Subcritical
Results for 10-yr design storm:
Design 0 < Channel Capacity 0, OK
Peak Velocity (10-year) = 1,61 his
Flow depth = 0.59 ft
Y0z,1l enp p.ienslDONe G.r.,.'. W.sn InrclErcaco coneoMSweleFLwLan e.l 1.os

Baldwin&
janowski,PA
Cu^>INfEalwr. M.EYw^u. R,avn'Ir
Baldwin & Janowski, PA
Engineering, Surveying & Planning
1015 Conference Drive
Greenville, NC 27858
[phone]
3 0
Outlet N = Do + La
Pipe.
diameter (Ors)
i water• <.0.0,
'I
Ill[I',Ei�
3 5
U10 = 4.db et5
DG = 15 .
'B' stone unit weight = 110 pcf
JOB Dollar General
SHEETNO. 1 OF 2
CALCULATED BY MDW DATE 8/27/2009
CHECKED BY DATE
SCALE
5D 100
Discharge(P/sec)
Calculated Information
Width at entrance = Juo = 3.75 it use 4.0 ft
Width at exit (Dn + La) = 9.25 It use 10.0 ft
Length of Apron (from chart) L = 8 ft
Thickness = 22" thick Class'B'stone
Tonnage = 5.646667 tons use 6 tons
Apron at FES #1:
Use 7 ft x 8 ft, 22" thick, 6 tons
Designed apron meets minimum requirements
M
3
1
YI engoeenfgWojeRSlDonar General- WaSIII ro nc@msxll CenlmMl a/W nCalos'FES#1 REV&2-0O

.a
Baldwin & Janowski, PA
JOB Dollar General
Baldwin
Engineering, Surveying 8. Planning
SHEET NO. 2
OF 2
1015 Conference Drive
CALCULATED BY MDW
DATE 8/27/2009
Janowsla,PA
Greenville, NC 27858
CHECKED BY
DATE
E.N,, E.E nr, Euevcrn, R:u+v G
[phone]
SCALE
3 0
Outlet N - 00 + La
pipe
diameter (Do)La' —a
i water 0.51)o
o�pp 60 jTt
Jay Sgg�r It 11 t i
3
�"
.l'i'I,i
1,�iii�ii; I.II,I
! ►!
`�...I:I:I`I
'L.;III
I:I
::li
111l1!lIIIII+':IIIIII`IIII'll
o
3 ''5
10 20 50 100 200
-500' '. 1000
Discharge (ft3isec)
Given Information
Calculated Information
10 = 4.86 cfs
Width at entrance = o = 3.75 ft use 10.0
ft (width of ditch)
DG = 15 "
Width at exit (ditch width) = 9.25 ft use 1o.5
ft
'B' stone unit weight =
110 pcf Length of Apron (from chart) L = 8
ft
Thickness = 22" thick Class'B'stone
Tonnage = 8.066667 tons use 9
tons
Apron at Outlet of 200 LF Ditch (a) 0.73%:
Use 10 ft x 10 ft, 22" thick, 9 tons
Designed apron meets minimum requirements
Y'1 ergi,roeng popcfsWXal Gennel Wasliilgton Ix+Emsan LonM1OMipRapAponLaksWcl,Oulkl REV827-09

I
Baldwin&
janowski,PA
ENGINEERING SURVEYING PLANNING
NUTRIENT AND PEAK FLOW ATTENUATION CALCULATIONS
DOLLAR GENERAL
Project #: 09-073
Beaufort County, North Carolina
August 18, 2009
Revised September 9, 2009
.:.kziBPfPr;9;,
�•. � rr/lrll � 1 ��:: � \LI
anowskCP.E.
EXPRESS
SEP 16 2009
NC DENR
9��
ate
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
ram. 9s) 7Fa VAGn . ')F'? Q91 ,eV) . ,--RAI nlA/INANrI IAAIrMA/,1ZV1 -

Baldwin & Janowski, PA
Engineering, Surveying & Planning
1015 Conference Drive
Greenville, NO 27858
[phone]
Storage Volume
JOB Dollar General - Washington, NC
SHEET NO. _
CALCULATED BY
CHECKED BY
SCALE
OF 1
mdw DATE 8/27/2009
jsj DATE
FOREBAY VOLUME
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
3.00
65
-
3.00
1.00
97
4.00
129
97
4.00
1.0
1.00
169
5,00
209
266
5.00
2.0
1.00
257
6.00
304
523
6.00
3.0
1.00
360
7.00
415
882
7.00
4.0
1.00
535
8.00
655
1,417
8.00
5.0
MAIN POND
VOLUME
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
2.00
157
-
2.00
1.00
259
3.00
360
259
3.00
1.0
1.00
468
4.00
575
726
4.00
2.0
1.00
690
5.00
805
1,416
5.00
3.0
1.00
928
6.00
1,050
2,344
6.00
4.0
1.50
1,885
7.50
1,463
4,228
7.50
5.5
0.50
1,045
8.00
2,716
5,273
8.00
6.0

PROJECT: Dollar General - Washington, NC
Average Permanent Pool Depth Calculation Using Option 2
OPTION 2:I
= 0.25 * �I + AreaBonomShil 11 +r(AreaBonomShgl + Al'eaBottom Pondl * Depth 11
:I PE 1` JJ L J JJI
AreaPerm Pool 2 AreaBo(ro» ,srafl
ft`
3371
1463
157
5.50
Average Perm Pool Depth is 3.4 ft

Baldwin & Janowski, PA JOB Dollar General -Washington NC
Engineering, Surveying & Planning SHEET NO. 1 OF _
1015 Conference Drive CALCULATED BY mdw DATE
1
127/2009
Greenville, INC 27858 CHECKED BY is! DATE 8/27/2009
[phone] SCALE
Table 10-4 - SA/DA Ratio for Permanent Pool Sizina to Achieve 90% TSS Removal in the Coastal Reaion
Permanent Pool Avg Depth (ft)
% Imp Cover
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
10
1.30
1.00
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0,10
20
2.40
2.00
1.80
1.70
1.50
1 A0
1.20
1.00
0.90
0.60
30
3.50
3.00
2.70
2.50
2.20
1.90
1.60
1.30
1.10
0.80
40
4.50
4.00
3.50
3.10
2.80
2.50
2.10
1.80
1.40
1.10
50
5.60
5.00
4.30
3.90
3.50
3.10
2.70
2.30
1.90
1.50
60
7.00
&00
5.30
4.80
4.30
3.90
3.40
2.90
2.40
1.90
70
8.10
7.00
6.00
5.50
5.00
4.50
3.90
3,40
2.90
2.30
80
9.40
8.00
7.00
6 40
5.70
5.20
4.60
4.00
3.40
2.80
901
10.70
1 9.00
1 7.90
1 7.20
&50
1 5.90
5.20
4.60
3.90
1 3.30
Project Area = 1.18 Acres
Drainage Area = 0.89 Acres (0.29 acre on -site area bypassed and not treated in pond)
Wet Detention Pond Surface Area Requirement for BMP Credit
I = 74.45 % (From NP Calcs)
Using Option 2, Average Permanent Pool Depth = 3.50 ft (rounded to nearest 0.50 ft)
Interpolating from table using average permanent pool depth of 3.50 ft,
SA/DA required for 1 BMP is 7.445 % (use Table above for 90% TSS)
SA for 1 BMP = (0.07445)(0.89 ac) = 0.0662605 ac = 2,886 SF/BMP
2,886 _ sf must be provided at permanent pool elevation to remove 90% TSS
SA provided at PP = 3,371 SF at 8.00 ft contour = 1.17 BMP credits
Runoff Storaae Volume Reouirements
Rv = 0.05+.009(I) 1 = 74.45 %
Rv = 0.72 inches/inches
Volume that must be controlled
Volume = (Design rainfall)(Rv)(Drainage Area) = (1.5 inches)(0.72 in/in)(0.89 acre)
Volume = 0.08 ac-ft
3,489 cf
Must store 3,489 cf of water to be drawn down over 2-5 days
above the permanent pool elevation
Data
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
Perm Pool 8.00
3,371
-
8.00
1.00
4,212
9.00
5,053
4,212
9.00
1.0
1.00
5,683
10.00
6,313
9,895
10.00
2.0
0.50
3.360
10.50
7,128
13,255
10.50
2.5
0.50
3,845
11.00
8,250
17,100
11.00
3.0
Storage elevation@minimum storage volume 8.83 msl
Surface Area at Perm:,Pool;.i.-, -:
--3;3711sf
Volume Total (Perm :'Pool)
6,690;cf
VOldmeForebay
: 11417. cf.
Ab.99 DePth ( of ,ceB rtire Area)
1.98ft%
Forebay%
'21.18'%0'

Tar -Pamlico Stormwater Rule 15A NCAC 2B .0258
Last Modified 9/14/2009
Coastal Plain of the Tar -Pamlico River Basin:
Includes Greenville and Washington as well as Pitt and Beaufort Counties
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: Dollar General - Washington, NC
Date: 91912009
I3y: nnbv Checked By:
Directions (sane fi r pre -development aird post -development lables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that most be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in must be
included in the acreage values and treated.
Pre -development:
(1)
(2)
(3)
(4)
(5)
(6)
(7)
'Type of Land Cover
Area
S.M. Formula
Average EMC
Column
Average EMC
Column
acres
0.51 + 9.1 1
of ']IN m /L
2 * 3 * 4
of TP m /L)
(2)-(3)-(6
Transportation impervious
?00,
0.51
2.60
0.00
0.19
0.00
1a
.
Roof impervious
v-0,.1
0.51
1.95
0.00
0.11
0.00
Managed pervious
S g
4d(Ulm p
`0:51
(lawn/landscaped)
1
1.42
0.86
0.28
0.17
Managed pervious
(cropland)
a' 100> .£If
.0.51.
4.23
0.00
1.23
0.06
Managed pervious
r.
(pasture)
P 0:.
0.51
2.04
0.00
0.62
0.00
'F
Wooded pervious
tldf
'0.51
0.95
0.00
0.14
0.00
Fraction Impervious 1
P O =
0.00
TN Loading
0.86
TP Loading
0.17
Total Area of Development =
P
LIS
TN Exp. Coeff.
TP Exp. Coeff.
0.14..
(lb/ac/yr)
.0.72
(lb/ae/yr)
Post -development:
(1)
(2)
(3)
(4)
(5)
(6)
(7)
Type of Land Cover
Area
S.M. Formula
Average EMC
Column
Average EMC
Column
acres
0.51 + 9.1 1
of TN m /L
2 3 * 4
of TP m /L)
(2)*(3)*(6
Transportation impervious
P P
#' ,1FrTMr
5.62
2.60
6.66
0.19
0.49
3u skL'.�iH'„z
Roof impervious
-5.62
1.95
2.27
0.11
0.13
Managed
f
p
-
pervious
ira05Z's.F^,L-
ERN
5.62
1.42
4.13
0.28
0.81
6fh3. ht%:
i.Q{QQ
Wooded pervious
S.62
0.94
0.00
O.I4
OAU
Fraction Impervious 1
1 O=
O.SG
TN Loading
13.06
TP Loading
IA3
(lb/yr)=
(lb/yr)=
Total Area of Develo ment=
p
1.18
TN Exp. Coeff.
11.06
TP Exp. Coeff.
1.21
(Ib/ac/yr)=
(Ib/ac/yr)
Note: The nutrient loading goals arc 4.0 Ib/ae/yr for "IN and 0.4 Ib/ac/yr for I'll. If the post -development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post -development "fN and TP loadings after BMPs are installed.

Tar -Pamlico Stormwater Rule 15A NCAC 2B .0258
Last Modified 5123103
Coastal Plain of the Tar -Pamlico River Basin:
Includes Greenville and Washington as well as fill and Beaufort Counties
BMP Removal Calculation Worksheet (Automated)
Project Name: Dollar General - B'adtiugmn, NC
Date' 9/9/C009
By: nula, Checked By:
Directions:
> It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three
NOTE: Unless runoff flowing
onto the development from offshe is routed separately around or through the site, the offsae catchment
area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table Enter the catchment acreage in the top green blank. Based on a comparison of the post -development l'N and 'I'll
export coefficients you calculated above to the rule requirements of 4.01b/ac/yr TN and 0.4 Ib/ac/yr'1'P, select BMP(s) from the list for
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If
more than one 13MP is to be used
in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
TN TP
Design Standard
BMP Wet Detention fond 25 40
NC RMP Manual
Nutrient Stormwater Wetland 40 35
NC BMP Manual
Removal Sand Filter 35 45
NC BMP Manual
Rates Biorclention 35 45
NC BMI' Manual
Grass Swales 20 20
NC BMP Manual
Vegetated Filter Strip w/
Level Spreader 20 35
NC BMP Manual
Dry Detention 10 10
NC 13MP Manual
Catchment l:
Total acreage of catchment I = ";,i2A:8U ac
First BMP's TN removal rate = 5' 259jV_,_j% First BMI"s'IT removal rate =
7SJ W0ff"K;tcy%
Second BMP's "fN removal rate=(s^!?X,) % Second BMP's TP removal rate
Third BMP's'IN removal rate = °' ''.-,' % Third BMP's TP removal rate=
--a'""�1;�
"FOTAL'FN REMOVAL RATE= 25. -.: % TOTAL TP REMOVAL RATE=
- .40 %
(1)
(2)
(3)
(4)
(5)
(6)
(7)
Type of Land Cover
Catchment
S.M. Formula
Average EMC of
Column
Average BMC of
Column
Acreage
0.51+9.11
TN m/L
2.3 4
TP m/L
2.3.6
RR
Transportation impervious
A)., fr}�g$y}�
7.29
2.60
8.64
0.19
0.63
f iTM. Il5M1AY
V
Roof impervious
OI„
7.29
1.95
2.94
0.11
0.17
Managed pervious
,P'.rL�
`R 064
fk,` itLaLt^x
"'7.29
'
1.42
1.63
0.28
0.32
Wooded pervious
s
7.29
0.94
0.110
0.14
0.00
�10'_�"
rarm
Area taken tip by BMPU3
7.29
1-95
0.99
all
0.06
Fraction ❑npenious (1)=
0.74
I're-BMP
14.20
Pre-BMPTP
1.17
Lord(lb/yr)=
Load fb/yr)=
Total Area of Development =
0.89
Pre-BMP'I'N
15.96
Pre-BMPTP
1.32
Export(lb/ac/yr)
Export(lb/aelyr)
Post-11M1''I'N
1U.6n
Post-RMP TP
0.70
Load (Ib/yr)=
Load (lb/yr)=
Post-BMPTN
11.97
Post-13MPT1'
0.79
l:xpnrt fblaclyr)
Expo-

Tar -Pamlico Stormwater Rule 15A NCAC 28 .0258
Last Modified 5/23/03
Catchment 2:
'Total acreage of catchment 2=�,11"�'n.r�9,1,„ ae
First BMP's TN removal rate W, % First BMP's I removal rate = 6t tw -, %
Second BMP's TN removal rate xdk'1 'T % Second BMI"s'FP removal rate=eF1.,"yZNj> %
Third BMP's IN removal rate e, y?, % Third BMP's TP removal rate = n-E-i ? rai . %
TOTAL TN REMOVAL RATE= -0 % TO'TALTP REMOVAL RATE= 0 %
0)
(11
(3)
(4)
(5)
(6)
(7)
Type of Land Cover
Catch men l
S.M. Formula
Average EMC of
Column
Average EMC of
Column
Acrea re
0.51 +9.1 I
TN m /L
2• 3 4
T1' nt /I.)
(2)*(3)-(6
n
ta
Transportation impervious
a5`0; i,;z'
O.51
2.611
0.00
0.19
:0.00
Roof impervious
�i'F1�J1Ti k
if
0., (1.-K
a.
0.51
1.95
0.00
0.11
0.00
y ,
Managed pervious
0•'2,a r,,
Op�i:
0.51
IA2
0.21
0.28
0.04
ax
_
jF'ila.�o"- ,
HI3$II+ifiTAO
Wooded pervious
n
0.51
0.94
0.00
0.14
0.00
" (IYS.PVs .�.
Area taken up by BMI'
a. ' 'WMEN
�P %tiizas?O'
0.5L
1.95
0.00
0.11
0.00
Fraction Impervious(1)=
.0.00
Pre-BMPTN
0.21
Pre-13MP'T11
0.04
Load (lb/yr) =
Load (lb/yr) =
Total Area of Development=
0.29
Pre-BMPTN
0.72
Pre-BNII'TP
0.14
Export(lb/aelyr)
Export(lb/ac/yr)
Post-BMPTN
0.21
Post-RMP TP.
"ad (lb/yr)=
Load (lb/yr) =10.04
Post-BMP TN
0.72
I'ost-BMI' TI
0.14
Export (lb/ac/yr)
Export (Ib/ac/yr)
Catchment 3:
Total acreage of catchment 3 =ac
First 13M Fs TN removal rate % First 13MP's TP removal rate-p��%
Second (3MP's TN removal rats ' % Second BMP's TP removal rate = 9w7 'i CaliNiv %
.�:(.
Third BMP's TN removal ra w 7 2 % Third BMP's TP removal rate= j�"p t y %
,L'
'FOTALTN REMOVALRA'FE=0 % TOTAL TP REMOVAL RATE = 0 %
(1)
(2)
(3)
(4)
(5)
(6)
(7)
Type of Land Cover
Catchment
S.M. Formula
Average Ii111C of
Column
Average F,MC of
Column
Acrca "c
0.51 + 9.1 1
'FN m /L
2 3 4
TP m •/L
2 3 6
Transportation impervious
2.60
0.19,
Roof impervious
1.95
0.11
-
y��
Managed pervious
1.42
11.28
Wooded pervious
rf
>rA. x NYa
0.94
0.14
Area taken up by BMI'r
1.95
0.11
mot'
Fraction Impervious (1)-
Pre-BMPTN
11re-BMP'1'I'
Load (lb/yr)=
Load (Ib/yr)=
Total Area of Development =
Pre-BMPTN
Pre-BMP'I'll
Export (Ib/ac/yr)
Export (Ib/ac/yr)
Post-BM11 TN'
Post-BMPTP
Load (Ib,/yr)=
Load (Ih/yr)=
Post -BM P'rN
Post-611 P'P
Export (lb/ac/yr)
Export (Iblac/yr)

Tat --Pamlico Stormwaler Rule 15A NCAC 28.0258
Weighted Average of Nutrient Loadings from the Catchments:
Last Modified 5123/03
Catchment
Acreage
Post-13MP
TN Loading
(1b/ac/ r)
Post-DMP
TP Loading
Ib/ac/r
Catchment1
'0.0
11.97
0.79
Catchment2
.'0.29
0.72
0.14
Catchment3
0.00 -
0.00
0.00
TOTAL FOR DEVELOPMENT
-' 1.18 -
9.21
0.63
Note The nutrient loading goals are 4.0 Ib/ac/yr for TN and 0.4 Ib/ac/yr for TP. If the posl-development nutrient
loading is below these levels, then the 13M Ps planned are adequate. Otherwise, additional DMPs and/or
modifications in development plans are required.

NUTRIENT BUYDOWN CALCULATIONS
919/2009
Baldwin&
Janowskfm
cti:..a x• c � c�..x+� a . xwvvc
RIVER BASIN
PROJECTAREA
NUTRIENTS
TOTAL NITROGEN LEAVING SITE
ALLOWABLE NITROGEN
DIFFERENCE
TOTAL PHOSPHOROUS LEAVING SITE
ALLOWABLE PHOSPHOROUS
DIFFERENCE
Baldwin & Janowski, PA
Engineering, Surveying & Planning
1015 Conference Drive
Greenville, NC 27858
[phone]
NUTRIENT OFFSET COSTS
COST PER POUND OF NITROGEN (TAR - PAMLICO)
COST PER POUND OF NITROGEN (NEUSE)
COST PER TENTH OF POUND OF PHOSPHOROUS
NUMBER OF YEARS
NITROGEN OFFSET COSTS
JOB
Dollar General
SHEET NO.
1
OF
1
CALCULATED BY
mdw
DATE
09-Sep-09
CHECKED BY
j51
DATE
SCALE
"if'`PAMLIC6
_181 AC
LBS / AC / YEAR
4.00 LBS/AC/YEAR
5.21 LBS/AC/YEAR
i$ L1'P.5 r0.63� LEIS I AC /YEAR
0.40 LBS/AC/YEAR
0.23 LBS / AC / YEAR
$21.67
$28.35
$28.62
30
COST = $ / LB X EXCESS LB / AC / YR X ACRES X YEARS
$21.67 5.21 1.18 30
$4,000.07 NITROGEN
PHOSPHOROUS OFFSET COSTS COST = $ / 0.1 LB X EXCESS 0.1 LB / AC / YR X ACRES X YEARS /
$28.62 0.23 1.18 30
$233.22 / 0.1 LB
$2,332.22 (PHOSPHOROUS)
TOTAL OFFSET COSTS
TOTAL COST=
TOTAL COST =
NITROGEN OFFSET
$4,000.07
PHOSPHOROUS OFFSET
$0.00
$4,000.07

Baldwip&
0janowski,pA
ENGINEERING -SURVEYING -PLANNING
Ctl_ -'
Z­
Baldwin & Janowski, PA
Engineering, surveying & Planning
1015 C.afe.ae. Dry.
Greenville, NC 27858
(2521 756-1390
STORM WATER DETENTION ROUTING
FOR
DOLLAR GENERAL
Washington, NORTH CAROLINA
I Year 24-Hour Storm or 80% 2 Year 24-Hour Storm
8127109
1 year storm

Site Conditions Predevelooment
Total watershed area
1.181 acres
Transportation Impervious
C=
0,95
CN=
98
0,076 acres
Unimproved Cleared Area
C=
0.35
CN=
78
1.181 acres
Wooded
C=
020
CN=
78
0,000
SCS Soil Group
6
Hydraulic Length
Overland
200
Channelized
0 feet
Vertical Relief
Overland
1.7
Channelized
0 feet
1 yr rainfall
3.19 inches
Time of Concentration
channel0ow
lu
Overland
Channelized
�f
yy
5.8
+
0.0
5.8 minutes
` 128
Composite C based on published values (exhibit 1-Malcom)
0.41
8
R
9
h
Rainfall Intensity =
(=
2
132
18
5.55 inches per hr
(h+T
10
203
22
25
246
23
100
302
25
Peak Discharge
Q = C/A
2.16 cfs
1 year storm
2
(80% 2-year)

Site Conditions Post Development
Total watershed area
1.181 acres
Transporation C=
0.95
CN=
98
0.53 acres
(indodee existing impervious)
Building C=
1.00
CN=
98
0.21 acres
Managed Pervious Flat Lai C=
0.15
CN=
73
0.44 acres
Wooded Pervious C=
0.20
CN=
78
0.00 acres
SCS Soil Group
B
Hydraulic Length
Overland
50
Channelizetl
290 feet
Vertical Relief
Overland
0.5
Channelizetl
4.2 feet
1 yr rainfall
3.19 inches
Design Hectograph Formulation
Composite ON
88.6
1000
1.2B
-
5- -10
CN
Runoff
2.04 inches
Q _(P-0.2S)
P + 0.8S
Time of Concentration
channel flow (not overland)
r l ""'
�/
Overland
Channelizetl
0.4.
+
0.6
5.0 minutes
(minimum Tc of 5 min.)
J
' 128
Composite C =
0.66
%
R
g
h
Rainfall Intensity = /_
2
132
18
5.74 inches per
hr (2yr swim)
(h+T
10
203
22
25
246
23
100
302
25
Peak Discharge Q = CIA
3.58 eta
(80% 2-year)
Time to peak Vol
T =
' 1.39Q,
29.4 minutes
Storage Required S = (Q - Q. )7'y
2.502 of
(Above 1st inch of runoff poop
Allowable release at impoundment (pre -bypass) =
2.16 cis
Peak rate of inflow at impoundment (pre -bypass) =
3.58 cis
Allowable release at impoundment(post-bypass)=
1.96 cis
Peak rate of inflow at impoundment (post -bypass) _
3.38 cis
BYPASSED FLOW
Area(ac) C
Ilinlhr)
Transportation 0.00 0.95
Roof 0.00 1.00
nbynessed
0.20 cfs
(80%2-year)
Managed Pervious 0.29 0.15
Wooded 0.00 0.20
Total 0.29 0.15
5.74
1 year storm
3

DATA
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
8.00
3,371
1.00
4,212
9.00
5.053
-
4.212
900
1
1.00
5,683
10.00
6.313
-
9,895
10,00
2
0.50
3,360
10.50
7.128
-
13,255
10,50
2.5
0,50
3,845
-
11.00
8,250
-
17,100
1100
3
Storage elevation@minimum storage volume 8.83 msl
Z
Computed
Storage
Stage
LN(t g )
LN(Sta )
Stage
9.895
2
2,03
13,255
2.5
9,49
0.92
2.50
17,100
3
9.75
1.10
3,00
A_In
In
.\
S—,
K. =
3.685.85
L x"
S
Z =
0.29
K.
8.83 feet msl
Size Outlet Device for Control Structure
invert elevation =
8.00 feet msl
estimated orifice center elev. =
8.04 feet msl
Average Head Elevation =
8.83 feet msl
Average Head =
0.28 feet
discharge (d) =
2.0 cis
coefficient of discharge =
0.6
O of orifice
0.014 cfs
Draw down of first 1.5 inches (storage volume)
2.92 days
Orifice equation
0 =C,A 2gh
0.99 inches
SAY
1 inches
orifice will drain temp storage in
2.92 days
1 year storm
4

Inflow Hydrograph
Peak Inflow=
3.58 -0,20
3,38
Tme to Peak =
29.4 min
Orifice
Temp
Structure
Total
Time
Inflow
Outflow
Outflow
Overflow
Outflow
T (min)
0 ( cis)
Q (Cis)
Q ( c(s)
Q ( cfs)
Q ( cfs)
0
0.00
0.00
0.00
0,00
0.00
3.00
0,09
0,00
0.00
0.00
0.00
6.00
0.34
0.00
0.00
0,00
0.00
9.00
0,72
0.00
0.00
0.00
0.00
12.00
1.21
0.00
0.00
000
0.00
15.00
1.74
0,01
0.00
0.00
0.01
18.00
2.27
0.01
0,00
000
0.01
21,00
2,74
0,02
0.00
0.00
0.02
24.00
3.10
0.02
0.00
0,00
0.02
2700
3,32
0.02
0,00
0.00
0.02
30.00
3.37
0.02
0.33
0,00
0.35
33.00
3.25
0.02
0.87
0.00
0.89
36,00
2S7
0.03
1.33
0.00
1.36
39.00
2.61
0.03
1.71
000
1,73
42,00
2.28
0,03
1.78
0.00
1.81
45.00
2.00
0.03
1.86
0.00
1,89
48.00
1.75
0,03
1.78
0.00
1.81
51.00
1.53
0.03
1,78
0,00
1.81
54.00
1,34
0,03
1.63
0.00
1.66
57.00
1.17
0.03
1.48
000
1.51
60.00
1.03
0.03
141
0,00
1.43
63.00
0,90
0.03
1.26
0.00
1,29
66.00
0.79
0,03
1.13
0.00
1.15
69,00
069
0.03
1.06
0.00
1.08
72.00
0.60
0.03
0.93
0.00
0,95
75,00
0.53
0.03
0.87
0.00
0,89
78.00
046
0.03
0.75
0,00
077
81.00
0.41
0.03
0.69
0.00
0.71
84.00
0.36
0,03
0,63
0.00
0,66
87.00
0.31
0.03
0,52
0,00
0.55
90.00
0.27
0,02
0.47
0.00
0.50
93.00
0.24
0.02
0.47
0.00
050
96.00
0,21
0.02
042
0.00
0.45
99.00
0.18
0.02
0.37
0.00
040
102.00
0.16
0.02
0.33
0.00
0.35
105.00
0,14
0.02
0.28
000
0,31
108.00
0.12
0.02
0.24
0.00
0.27
111.00
0.11
0.02
0.24
0.00
0,27
114.00
009
0.02
0.20
0.00
0.23
117.00
0.08
0.02
0,20
0.00
0,23
120.00
007
0.02
0.17
0,00
0.19
123.00
0.06
0.02
0.17
0,00
0.19
126.00
0.06
0.02
0,13
0.00
0.16
129.00
0.05
0.02
0.13
0.00
0.16
132.00
0.04
0.02
0.10
0.00
0.12
135.00
0.04
0.02
0.10
0.00
0.12
138.00
0,03
0.02
0.10
0.00
0.12
141.00
0.03
0,02
0.07
0.00
0,10
144.00
0.02
002
0.07
0.00
0,10
147.00
0,02
002
0.07
0.00
0.10
1 year storm

Stermwater routing
Perm Pool
Temp pool
Top of Box
3.00
10.00
1
Spillway
Spillway
inch
8.83
9.50
T (time min)
Q ( cfs)
Storage Stage
Outflow
Elevation
Orifice
Weir
Weir
0
0
-
0.00
0,00
8.00
3.00
0.1
-
000
0.00
8.00
0.00
0.0
0.0
6.00
0.3
16
0.02
0.00
8,02
0.00
0.0
do
9.00
0.7
76
0.06
0.00
806
0.00
0.0
0.0
12.00
1.2
206
0,13
0.00
8.13
0.00
0.0
0.0
15,00
1.7
424
0,21
0.00
8.21
0.01
0.0
0.0
18.00
2.3
738
0,32
0,01
8.32
0.01
0.0
0.0
21.00
2.7
1,145
0.43
0.02
8.43
0.02
0.0
0.0
24.00
3.1
1,636
0.56
0.02
8,56
0.02
0.0
0.0
27.00
3.3
2,191
0.69
0.02
8.69
0.02
0.0
0.0
30.00
3.4
2.785
0.82
0,02
8.82
0.02
0.0
0.0
33.00
3.3
3.388
0,94
0.35
8.94
0.02
0.3
0.0
36.00
3.0
3,910
1.04
0,89
9,04
0.03
0.9
0.0
39.00
2,6
4,284
1.11
1.36
9.11
0.03
1.3
0.0
42.00
22
4,508
1.16
1.73
9.16
0.03
1.7
0.0
45,00
2.0
4.606
1.17
1.81
9.17
0,03
1.8
0.0
48.00
1.7
4,640
1.18
1.89
9.18
0.03
1.9
0.0
51,00
1.5
4614
1,17
1.81
9.17
0.03
18
0.0
54.00
1.3
4,564
1,17
1,81
9.17
0.03
1.8
0.0
57.00
1.2
4,479
1.15
1.66
9.15
0.03
1.6
0.0
60.00
1.0
4,392
1.13
1.51
9.13
0,03
1.5
0.0
63,00
0.9
4.306
1.12
143
9.12
0,03
14
0.0
66.00
0.8
4.211
1.10
1.29
9.10
0.03
1.3
0.0
69.00
0.7
4,120
1,08
1.15
9.08
003
1.1
0.0
72.00
0.6
4.037
1.07
1,08
9.07
0.03
1.1
0.0
75,00
0.5
3951
1,05
0.95
9.05
0.03
0.9
0.0
78.00
0.5
3.874
1.04
0,89
9.04
0.03
09
0.0
81.00
04
3,797
1.02
0.77
9.02
0,03
0.7
0.0
84.00
0.4
3,732
1.01
0.71
9.01
0.03
07
0.0
87,00
0.3
3,667
1.00
0,66
9.00
0.03
0.6
0.0
90.00
0.3
3,605
0.98
0.55
8.98
0.02
0.5
0.0
93.00
0.2
3,556
0.97
0.50
5.97
0,02
0.5
0.0
96.00
0.2
3.509
0.97
0.50
8.97
0.02
05
0.0
99.00
0.2
3.458
0,96
0.45
8.96
0.02
0.4
0.0
102.00
0.2
3.410
0.95
0.40
8.95
0.02
04
0.0
105.00
0.1
3,367
094
0,35
8.94
0.02
0.3
00
108.00
CIA
3,329
0.93
0.31
8.93
0.02
0.3
0.0
111.00
0.1
3.295
0,92
0.27
8.92
0.02
0.2
0.0
114.00
0.1
3,267
0.92
0.27
8.92
0.02
0.2
0.0
117.00
0.1
3.236
0.91
0.23
8.91
0.02
0.2
0,0
120.00
0.1
3,210
0.91
0,23
8.91
0.02
0.2
0.0
123,00
0.1
3.182
0.90
0.19
8.90
0.02
0.2
00
126.00
0.1
3,159
0,90
0.19
8.90
0,02
0.2
0.0
129.00
0.0
3,134
0,89
0.16
8.89
0,02
0.1
0.0
132.00
0.0
3.115
0,89
0,16
8.89
0.02
0.1
0.0
135.00
0.0
3,095
0.88
0.12
8.88
0.02
0.1
0.0
138.00
0.0
3.079
0.88
0.12
8.88
0.02
0.1
0.0
141.00
0.0
3.062
0.88
0.12
8.88
0.02
0.1
0.0
144.00
0.0
3.045
0.87
0.10
8.87
0.02
0.1
0.0
147.00
0.0
3.033
0.87
0.10
8.87
0.02
0.1
0.0
150.00
0.0
3.019
0.87
0.10
8,87
0.02
0.1
0.0
153,00
0.0
3.006
0,86
0.07
8.86
0.02
00
0.0
156,00
0.0
2,996
0,86
0.07
8.86
0.02
0.0
00
159,00
0.0
2,986
0,86
007
8.86
0.02
00
0.0
162.00
0.0
2,976
0.86
0.07
8.86
0.02
0.0
0.0
165.00
0.0
2,965
0.86
0.07
8.86
0.02
0.0
0.0
168.00
0.0
2.955
0,85
005
8.85
0.02
0.0
0.0
171.00
0.0
2,947
0.85
0,05
8.85
0.02
00
0.0
174.00
0.0
2,940
0,85
0.05
8.85
0,02
00
0.0
177.00
0.0
2.932
0,85
0.05
8.85
0.02
0.0
0.0
180.00
0.0
2,925
0,85
0.05
8.85
0.02
0.0
0.0
183.00
0.0
2,917
0.85
0.05
8.85
0.02
0.0
0.0
186,00
0.0
2.909
0 84
0.03
8.84
0.02
0 0
0.0
189,00
0.0
2,904
0.84
0,03
8.84
0.02
0.0
00
Results of routing
the 1 year
storm
Use orifice=
1.00 inches
will draw down storage volume
in
2.92 days
Peak outflow =
1.89 efs
Less than post
bypass allowable release of
1.96 cis
Peak Stago=
1.18 ft
Water Elevation:
9.18 rust
Peak Storage =
4,640 of
Design Spillway
8.83 msl
Temporary Pool Elevation for first 1.5 inches of runoff
Length of Weir
3.00 ft
To control 80 % 2-year storm
Structure Overflow
9.50 msl
Top of Outlet Control Structure
Length of weir
10.00 It
1 year storm

- Baklwin&
Janowski PA
1 I 0 1` .: L------- ENGINEERING SURVEYING PIANNING
'
Baldwin & Janowski, PA
Engineering, Sur—ying 6 Planning
1015 Conference Drive
Greenville, NC 27868
(3531756-1390
STORM WATER DETENTION ROUTING
FOR
DOLLAR GENERAL
Washington, NORTH CAROLINA
100 Year Storm
W7109
100 yen, emrm

Site Conditions Preeeveapmenl
Tole) watershed area
1.181 acres
Impervious Area
C•
0.95
ON•
98
0076 apes
Unimproved Cleared Area
C.
035
CN•
78
1.181 aces
VYooded
C.
020
CN•
78
0.000
SCS Boil Group
S
Hydraulic Length
Overland
200
Clurrop cod
0a feel
VeNol Relief
Overland
V
Channahzed
0.1 feel
100 Year Rainfall
9.98 inches
Time of Concentration
channel flow
" '
Overland
H
5.8
.
aft
DOmpl C Eased on
published values (exhibit 1-Malcom)
R
g
Rainfall Intensity =
/ _9 3132
(h ♦T� 10
203
46
to0 o
30203
Peak Dlfsharge
O=CIA
Total walumhed are.
Transp omen
Roof
Managed Pervious Flat 1-awn<294,
Wooded
SCS Soil Group
Hyrdmolk Length
Vertical Relief
100 Year Rainfall
Design Hydrpgraph Formulation
Composite CN
1000
5'=--10
CN
Runoff
ih (/'-0.2.Y
/'+O.BS
Time of Concentration
channel Pow (not overland)
I
[/,h/I....
128
Composite C =
Rainfall Intensity= /_
(h+]')
C= 095
C= 1.00
C= 0,15
C= 020
Overland
OvedaM
Channelized
00
5.8 minutes
041
h
18
981 Inchesperhr
22
23
25
4.76 cfs
CN= 98
CN= 98
CN= 73
CN= 78
50 Channelized
0.5 Chana.hred
Overland Channeflzed
0.4 a 06
B 9 In
2 132 18
10 203 22
25 246 23
too 302 25
iA81 aces
0.53 aces o-aw.ewymar..ue1
0 21 acres
0 44 acres
00. apes
8
290 feel
4.20 feet
9.98 Inches
88 e
1 28
8 59 inches
5.0 minutes (minimum Tc of S min.)
066
10 07 Inches per hr
Peak D.schorge Q = CIA
7.B4 Or
Time to peak T _ I'nl
" 1.390
56.3 minutes
Sloage Returned _ �L/,. - �),. /"
10i400 cf
(Above 151 inch of runoff pool)
Allowable release at impoundment (pre -bypass) =
4.76 e8
Peak rate of inflow at Impoundment (pre -bypass) =
7 84 cfs
Allowable release at impoundmengposbbypass)=
4.32 cfs
Peak rate of inflow at imp0undment (posbbypass) =
7.40 she
BYPASSED FLOW
Ama(ac) C Ihni
Transportation 000 0.95
Roof 000 1.00 utriv.m
0,44 the
Managed Pervir 0 29 0.15
Wooded o 00 020
Total 029 a 15 IO.W
too year storm
2

surfacc
drM
accum.
Elevation
ea
elev
storage
storage
Elevation
Stage
8 00
3.371
-
B do
0
1 00
4 212
900
5.053
4.212
9.00
1
1.00
5,683
10.W
6,313
-
9,895
logo
2
-
0.5o
3,360
10.50
7,128
-
13,255
10.50
25
0.50
3,1145
11.00
8,250
11,100
1100
3
Storage elevation®minimum storage volume 8.83 mel
Z
Computed
Storage
Stage
IA(storage)
LIJ(Smge)
Stage
4,212
1
835
coo
1.10
9.895
2
920
069
2.03
13,255
25
9,49
092
250
17,100
3
975
1.10
300
s.11
UO
r/
he
z. J
S,
A'..
Z:
3.685 B5
2-1A5.I
0.29
883 feet msl
Size Outlet Device for Control Structure
ven elevation =
8.00 feet real
estimated onhce center elov. in
a or met msl
amgosed water surface I.Y.e=
8.83 feet rust
overrate head (h) =
0 28 feet
dlschar9e (d) =
4 3 cfs
Coelfiuem of discharge =
06
Dmme equation
{1 •CAA 1211, to➢ inches
SAY 1 inches
choice wig drain temp storage In 2.92 days
100 year storm
3

sa------------
oao oaoeoa nn men<aon n�_______000a00000000000aoa00000000e000e000a00000noa000a0000000a00000
N OOO 0000eooa oaoaoa00000000000a0000000a0000000000a000e000000a0000aoa0000n0000aov000
o
--.00000000000000000......0.m a 08 S 88.888885 8a8$88$
F pQo 000000NnneemmnnnvvnnnNN«N--- a00000a00000000000000000000000000000
m c v
0000n0000010000000000000000000000000a000000000000000000000000000n000000000000s000000
00
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m . .. .. 88Sg8 SSaoo 88888888888888888
�8 E�o888.$88088o88S8g 8 88888888 8S 88 88 8888 88 _.88 8$ 8888 88 __8 _.88_ 8__88 888 888$888888
�_ -�222 ��_„Nn„N„rv„rv„„rnrrn.vNnnRmnnnnnMXnn�Bonnnnn8vv:vvvvvev<vv
8:

s„=8888888888r $ m 888888888888888 8 888888888 8 8888888588888888 888S8o88888
-w3°000000=e000___000000000000a=00000=oa0000000000000000000............
0000aoo 000000000000000e000
3g`8888888 8 8 a m8� 80 °'8 00000000000000000000000000808880$
00000000„��.�.oe�r��,<aim„„„„„------000000000000000e000000000000
m'
=ss00000000000000000000.0000.Q000000000000000aaaaaaaaa o000000000000000000000000000v0000000
00...... ...
88mmmmmma'�mmmoo'�m�mm8mmmmmmmmPmm8mmP88mmmmxmsmm m......mmom8mmmm88$mmmm��m�$�m�momommmmmmmmmommmmm
mm m m m m mo m m mm mmm m €
$800000„m$�h<so��$_000a000000000000000a00000 0000000.... 0000000000000000000aoo
o$00000____________--- _g8_�S8$000x000000......0008$8.. o o ..... o o9
0 o a'. 000000.............
88888888888888 888888888888888088 8 888888888888 88888888S8S88888888888 08880888888

Results of routing the 100 Year storm
use orifice -
1.00 inches
Peak outflow =
7.60 efs
Peak Stage-
1.62 ft
Water Elevation-
9.62 coal
Peak Storage=
7.205 of
Design Spillway
0.06 at
Length of Weir
9.00 ft
Structure Overflow
9.50 msl
Length of weir
10,00 it
win draw down storage votuma in 2,92 days
Temporary Pool Elevation for first 1.5 inches of conch
To control 00% 2-year stood
Top of Outlet Control Structure
em year stool

Virginia State Corporation Commission Page 1 of 1
(!7ommonwealth
ff_V.irginia" ' o
In71
jl; ii 11 I
{Iil�i ll{
WEB4799
CIS
09/03/09
State
TCP00775 LLCM6150
LLC AGENT INQUIRY
10:31:10
Corporation
Commission
LLC ID: 5236514 - 8
LLC STATUS: 00 ACTIVE
LLC NAME: Vla:onc, LLC
Enter
Slgnoff
CURRENT REGISTERED AGENT:
NAME: RUSSELL H MALONE
IV
Help'
STREET: 3850 GASKINS RD
#120
CITY: RICHMOND
STATE: VA ZIP:
23233-0000
Print ...
STATUS: 1 MEMBER/MAN
-------- -------------- ------
EFF
------
DATE: 09/28/07 LOC: 143
-------- ------ ---- ---------
HENRICO COUNTY
------ ----
OLD REGISTERED AGENT:
NAME:
STREET:
CITY:
STATE: ZIP:
STATUS:
EFF
DATE LOC:
COMMAND: ...........................................................
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httpl/terraserver-usa.corn/Priminlage.aspx?T=2&S=12&%=18&X=390&Y=4921 &W=3&qs=%7cWas hin... 8/24/2009

O
�S
MAYO 6 MAYO
ATTORNEYS AT LAW
WASHINOTON, NC
NORTH CAROLINA
BEAUFORT COUNTY
BOOK 939WE 479
BOOK 939PAH 323
THIS DEED, Made and entered into this the 16th
day of April 1991, by and between ANNA WATSON LILLEY and
husband, DALTON GRANVILLE LILLEY, and MARILYN WATSON MOORE and
husband, LAWRENCE SHELTON MOORE, of Beaufort County, North
Carolina, parties of the first part; to ANNA WATSON LILLEY and
husband, DALTON GRANVILLE LILLEY, as to an undivided one-half
interest and MARILYN WATSON MOORE and husband, LAWRENCE SHELTON
MOORE, as to an undivided one-half interest, of Beaufort County,
North Carolina, parties of the second part;
W I T N E S S E T H
That the said parties of the first part in con-
sideration of the sum of Ten Dollars and other good and valuable
consideration to them in hand paid by said parties of the second
part, the receipt of which is hereby acknowledged, have bargained
and sold, and by these presents, do bargain, sell and 'convey
unto Anna Watson Lilley and husband, Dalton Granville Lilley,
an undivided one-half interest as an estate by the entirety, and
unto Marilyn Watson Moore and husband, Lawrence Shelton Moore, an
undivided one-half interest as to an estate by the entirety, the
said parties of the second part, their heirs and assigns, in the
following tracts of land in Washington Township, Beaufort County,',
North Carolina, more particularly described as follows:
TRACT ONE: IT BEING Lot Number ONE (1) contain-
ing 60.22 acres as shown ona map entitled "A part of the Sam
Lee Estate, Washington Township, Beaufort County, North Carolina"
prepared November 26, 1966 by Gene Cox, RS, recorded in Map Book
_
18, Page 71, Beaufort County Registry, and being the same as -
was cbn_ve_yecT to Elizabeth � Lee Watson (now deceased) by deed
dated December 8, 1966 of 'record ill Book 606 at Page 587,
Beaufort County Registry. Further reference is made to Deed
dated October 13, 1966 of record in Book 604, Page 419, Beaufort
County Registry, and the Last Will and Testament of Elizabeth Lee
Watson in the Office of the Clerk of Superior.Court of Beaufort
County.
BUT SAVING AND EXCEPTING therefrom 0.90 acre as
described by deed dated September 5, 1979 to Dalton Granville
EXPRESS
SEP 16 2009
NC ®ENR

BOOK - 939 PAGE 480
BOOK 939PAH 324
Lilley, Jr. of record in Book 784 at Page 78, Beaufort County
Registry. Further reference to this out conveyance would be of
record in Book 797'at Page 352 and Deed dated December 1, 1933
to Stancil Goodwin Lilley and wife, Sharon Bland Lilley, of
record in Book 830 at Page 375, Beaufort County Registry.
TRACT TWO: BEING 50.5'acres as shown on map
entitled "Property of B. G. Watson" dated April 12, 1950 by
W. C. Rodman, Jr., RS, to which survey map attached to this Deed
reference is herein made and incorporated for a more complete
and detailed description. Further reference is made to Deed
dated November 5, 1943 to B. G..Watson (now deceased) and wife,
Elizabeth L. Watson (now deceased) of record in Book 350 at Page
109, Beaufort County Registry.
BUT SAVING AND EXECPTING therefrom the lands
described by deed dated November 9, 1956 to Lawrence Shelton
Moore and wife, Marilyn W. Moore, of record in Book 469 at Page
140, Beaufort County.Registry; Deed dated October 28, 1974 to
The Trustees of Peace Chapel Free Will Baptist Church of record
in Book 716 at Page 367, Beaufort County Registry; 6.26 acres
designated Lot 1 described on map in Plat Cabinet E, Slide 4-4
and in deed dated May 31, 1939 to Cherry Run Associates o record
in Book 911 at Page 734, Beaufort County Registry, and Deeds
and easements to the Department of Transportation as of record
in the Office of the Register of Deeds of Beaufort County.
TO RAVE AND TO HOLD the aforesaid tracts or
parcels of land and all privileges and appurtenances thereunto
belonging unto the said Anna Watson Lilley and husband, Dalton
Granville Lilley, as an undivided one-half interest as an
estate by the entirety, and unto Marilyn Watson Moore and husband,
Lawrence Shelton Moore, as to an undivided one-half interest as
an estate by the entirety, and their heirs and assigns forever.
And the said parties of the first part do
covenant that they are seized of said premises in fee and have
the right to convey the same in fee simple, that the same is
free from incumbrances, and that they will warrant and defend
the title to the same against the lawful claims of all persons
whomsoever.
IN TESTIMONY WHEREOF, the said parties of the
first part have hereunto set their hands and seals the day and
year first above written.MAYO
ATTORNEYS
6 MAYO / ✓ � �� ( F� (SEAL)
ATTOPNEYS AT LAW `ij%C.%.-. r. ri
WASHINGTON, NO ANNA WATSON LILLEY �—

HBO"„ Q Q Q DART
I /
/ e
CHERRY
s
R N
J1/.!- /562
zI
s��30,o'NB3
�y
N7s',IS'L✓ zz/'
N37°C
NS9' 2o'0./ /?0'
/V BS 'ao'I✓ .054,
'
N+//' I✓ 89'
diC
m
SSs .1u ti 1SB"
.
s 75 ✓o' L✓ /,35x'
N69' S-{"tl /3/'
v r� eo'cd e P
z
N 73' /o c✓ 7J
50.5 ACRES
cyN�N,5 -5 L✓ /09
PROPERTY OF
B' G - WATSON
7jc-•✓� C9 Par,' f Y/,c 6ri,, ci Trod`.
Sco% /'" - .300, ,9pri/ /2 /9S0
Sur✓rJs✓ t i"�a �d By L✓C .��,.dM
RcJ. .rryor.

BOOK 9 3 9 PASE 482,
BOOK 939PA6f 325
NORTH CAROLINA
BEAUFORT COUNTY
(SEAL)
(SEAL)
(SEAL)
I, : Zelda A. Woolard , a Notary
Public in and for the County and State aforesaid, do hereby
certify that ANNA WATSON LILLEY, DALTON GRANVILLE.LILLEY,
MARILYN WATSON MOORE and LAWRENCE SI-IELTON MOORE, personally
appeared before me this day and acknowledged the due execution
of the foregoing instrument for the purposes therein expressed.
Witness my hand and Notarial Seal,
16th day of April , 1991.
My' Commission Expi
/orIC Carolina
Beaufort County
The forsizo
/11/95
lotary Public/Hoidriee Public ie%are certified to be correct.
Chia instrument wasp tented for registration and recorded 1:
"h10 office at Book .... 41, p./# .
This...Zi¢TJ'.day of_ ( 19.1J at./moo'clock. N.
Cohn I. Morgan By..,:�Z.r...e._.�fr v .�
4"PlRtnr of Doeds Deputy RaPlntPr of r)n-+
���
MAYO S MAYO
ATTORNEYS AT LAW
WASHINGTON, NC

September 8, 2009 EXPRESS
Mr. Russell H. Malone, III
Malone, LLC SEP 16 2009
10220 West Broad Street
Glen Allen, VA 23060 NC DENR
REF: Dollar General —Washington, NC
Erosion Control Permit
This letter concerns the plans for the construction of the Dollar General store in
Washington, NC on the property I own described in Deed Book 939, Page. 323 of the
Beaufort County Registry.
I hereby grant permission to Malone, LLC to apply for an erosion control permit to conduct
land disturbance on the property described in Deed Book 939, Page 323 in order to
construct the proposed Dollar General store. I do not grant permission to disturb this
property prior to the close of sale of the property to Malone, LLC. Land disturbing activity
shall not take place until after the conveyance of this property to Malone, LLC.
I also grant permission to Malone, LLC to conduct land
sale of above referenced property on the portion of the
939, Page 323 that will not be conveyed to Malone, LLC
rap apron, and an outlet ditch from the proposed pond
Dollar General store.
Sincerely,
® r i
disturbance after the close of the
property described in Deed Book
in order to construct outlet pipe, rip
for the above referenced proposed
q � o 9! -
Date
I Ma.40 r\ a'AAn-Pry a Notary Public of the County of
, State of North Carolina, hereby certify that
Or.\n)n Co l ,11e,, appeared personally before me this day and being duly
sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal,
P,%%pO1rpy1••
JANSFN•,,•••
4peaI110
0 �p
this (day of ( MZQ^, 20 7 1 ^ )I
ary U G
My commission expires

.'
,,
,,
•. . ,..
i��
� -
�
a
��..
.f
M
'lf.
e- � .I �V
..
.� �.'rt ..

IM002 ---
EXPRESS
-- SEP 16 2009
Addendum
NC DENR
This Addendum dated August 12, 2009 for the REAL ESTATE. PURCHASE
ACIREEMENT by and between Land South, LLC, a Virginia LLC and/or Assigns
-(Buyer) and Anna W. & Dalton Grenville Lilley, Prances 1& Lawrence S. Moore, end
__ Lawrence S. Moore Trustee under will of Marlyn W. Moore (Seller), dated February 3,
2009, pun9rese price being S225,000.
Property: The property shall be 1.181:L acres as more particularly described
and outlined on Addendum Exhibit A, attached beret» and
incorporated hcrciu by this reference.
Feasibility: Feasibility Period shell be attended to September 30, 2009
Closing: Closing shall occur no later than October 31, 2009.
Real Estate Fee: The Real Estate Fee shall be paid by the Seller at Closing equal to
six (61/9) pennant of the Purchase Price and paid as follows: 3.5% to
General Land Commercial Real Estate Company, LLC and 2.5%
to Aldridge and Southland Realtors
All other tams and conditions shall remain in full force and cf(wL
Witness the following signatures aid seals.
BUYER: `;ew
LC
BY: =1—V0
Russell Malou4WA
Date: d /?
SE
Anna W. Utley
.v
Date:
Dahon Granville Lilley
Date; , .7 ;x-�7�
Frances Moore
Date: (' • 1. • a y
Lawrence S. Moore
Date:

[a 003
08/18/2009 12:05 FAX [phone] LANDSOUTH
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REAL ESTATE PURCHASE AGREEMENT
THIS REAL ESTATE PURCHASE AGREEMENT (the "Agreement") is hereby entered
into as of this 3rd day of February_2009, by and between Land South. LLC, a Virginia LLC
and/or Assigns (hereinafter referred to as the "Buyer"), and Anna W. & Dalton Granville Liliev,
Frances & Lawrence S. Moore, and Lawrence S. Moore Trustee under will of Marilyn W. Moore
(hereinafter, referred to as the "Seller").
RECITALS:
A. Seller is the owner of certain real property containing approximately 0.98f acres,
located at US 264 (51" Street) in the City/County of Washington, North Carolina (the
"Jurisdiction") and listed on the tax map records of the Jurisdiction as tax map parcel PIN 5676-
17-7075 and 5676-27-5637, being a portion there of, as more particularly described and outlined
on Exhibit A. attached hereto and incorporated herein by this reference (said real property,
together with all improvements and fixtures thereon and all rights, privileges, easements, benefits
and agreements appurtenant thereto, is hereinafter referred to as the "Property"). The precise
dimensions of the Property will be determined by a survey performed by Buyer prior to Closing
(as defined in Paragraph 7 below).
B. Seller desires to sell the Property and Buyer desires to purchase the Property in
accordance with the terms and conditions hereinafter set forth.
AGREEMENT:
NOW, THEREFORE, in consideration of the mutual rights and obligations hereunder and
the Deposit (as hereinafter defined), Buyer hereby agrees to buy and Seller hereby agrees to sell
the Property upon the terms and conditions hereinafter set forth.
1. Deposit, The term "Effective Date" shall mean the date on which Seller and
Buyer have fully executed this Agreement and delivered signed original counterparts to each
other. Within five (5) business days after the Effective Date of this Agreement, Buyer shall
deliver to General Land Commercial Real Estate Company LLC (the "Escrow Agent")
a deposit (the "Deposit") in the amount of Two Thousand Five Hundred and No/100 Dollars
($2,�0.00) in the form of Buyer's check. The Escrow Agent shall hold the Deposit in an interest
bearing account with interest credited to the Buyer at Closing. If Buyer does not terminate this
Agreement under the rights granted in Paragraph 4 hereof, and Closing fails to occur through no
fault of Seller, then said interest shall be paid to Seller.
2. Purchase Price: Payment. The purchase price for the Property (the "Purchase
Price") shall be Two Hundred Twenty Five Thousand and No/100 Dollars ($225,000.00). The
entire Purchase Price for the Property shall be due and payable by Buyer in cash or by certified or
bank cashier's check or wire transfer of funds at Closing. The Deposit shall be applied to the
Purchase Price at Closing.
3. Investigation of Property. Within five (5) business days after the Effective Date
1 EII.LMWE %p 1

of this Agreement, the Seller shall furnish to Buyer copies of all documents, plats, studies, test
results, reports and all other materials relating to the Property in the Seller's possession or
control, including, but not limited to, plats, plans, surveys, environmental reports, title materials,
soils reports, zoning notices and approvals and any restrictive covenants (collectively, "Seller's
Materials"). Commencing on the Effective Date hereof and for the entire term of this
Agreement, Buyer shall have complete access to the Property for the purpose of conducting, at its
sole cost and expense, surveys, examinations, measurements, soil borings, soil analyses,
engineering tests and studies, environmental tests and studies, economic and/or topographic tests,
studies, and such other activities (collectively, the "Studies") as Buyer deems necessary related to
planning the use of the Property and in determining whether the Property is suitable for its
Intended Use (as defined below). Buyer acknowledges that entry to property shall be off existing
road as shown on " Exhibit A" and that no new driveway cut will be allowed from US 264. Said
Ingress and Egress Easements shall be shared with adjacent Farmer Furniture.
4. Feasibility. For a period of One Hundred Twenty 1( 20) days after the Effective
Date hereof (the "Feasibihty Period"), Buyer shall have the right to terminate this Agreement for
any reason. If Buyer elects to terminate this Agreement during the Feasibility Period, Buyer shall
provide Seller with written notice of termination on or before the final day of the Feasibility
Period and Buyer shall have the right to receive a full refund of the Deposit, in which case, other
than the Buyer's indemnification obligations set forth herein, the parties shall have no further
rights or obligations under this Agreement. If Buyer fails to give notice (as described in
Paragraph 24) terminating the Agreement before the expiration of the Feasibility Period, Buyer
shall be deemed to have waived its right to terminate this Agreement for any reason other than
failure of the conditions set forth in Paragraphs 5, 12, 13, 14 and 19 of this Agreement or a
breach of this Agreement by Seller. If this Agreement is terminated by Buyer pursuant to the
terms and conditions of this Paragraph 4, Buyer and Seller hereby consent to the disbursement of
the Deposit and any accrued interest thereon by the Escrow Agent to Buyer upon receipt by the
Escrow Agent and the Seller of Buyer's written notification of such termination, and without the
execution by either Buyer or Seller of any additional documentation authorizing the Escrow
Agent to disburse the Deposit to Buyer.
5. Conditions Precedent to Closing. The obligation of Buyer close under this
Agreement is subject to all of the following conditions, any one or more of which may be waived
by Buyer:
(a) Seller shall have performed and complied with all agreements and
covenants required by this Agreement to be performed by it prior to or on the Closing, and by the
Closing shall have executed, or had executed, and delivered to Buyer all documents which are
required by this Agreement to be delivered to Buyer.
(b) Seller should also deliver at Closing an affidavit of non -foreign status, any
documentation necessary to satisfy any Objection not waived in writing by Buyer, and such other
documents as are usually and customarily required by either the Title Company or a buyer to
close such transactions.
(c) Seller shall have satisfied all Objections not waived by Buyer in writing
and all Seller Requirements.
(d) The Title Company shall be willing to issue the Policies to be effective as
of the Closing Date, and deliver such Policies on the Closing Date or within a customary time
{PAGE}

thereafter that is reasonably acceptable to Buyer and any Lender, subject only to the Permitted
Exceptions.
(e) Water, storm sewer, gas, telephone, cable, and electrical power facilities to
adequately service the Property must be available at the Property.
(f) No zoning, use restrictions or any other regulations, ordinances or laws or
encroachments onto or by the Property preventing Buyer from using the Property for Buyer's
intended use.
(g) Buyer must obtain all requisite licenses, zoning changes, variances, special
use permits, building and any other permits (collectively the "Permits") necessary for the
construction of all proposed improvements on the Property including, without limitation,
parking, curb cuts, signage in accordance with the Buyer's signage requirements, and financing
(debt and/or equity) desirable for the proposed development of the Property. Seller agrees to
cooperate with and affirmatively assist Buyer and to execute any and all
applications/petitions/plats, attend and participate in any necessary hearings, and undertake all
other reasonable acts necessary to obtain any necessary Permit(s) provided, however, that Buyer
shall bear all expenses incidental thereto.
(h) Seller shall have performed each and every covenant, undertaking and
agreement to be performed by Seller pursuant to this Agreement, and each representation and
warranty made in this Agreement by Seller shall be true in all material respects at the time made
and on the Closing Date.
(i) Buyer must obtain suitable financing to develop property for Buyer's
intended use.
0) Buyer must obtain a final Lease Agreement between Buyer/Lessor and
Gtn Buyer's intended Tenant/Lessee.
%TIA<. " h � 6. Closing Date. In the event all of the conditions precedent to Buyer's obligations
i1 a under have been satisfied or waived, closing under the terms of this Agreement ("Closing")
shall be held at the offices of the Buyer or Buyer's attorney wi � (301 days after recei I
py� of the Building Permit the "Clos Date'),. (�/ U':/ '0� / OCGcev /yrJ %� f ' )4a
3 tJYRe`S / fr n4ev // a00�1 respcP��!/6?,ejd e./ ro i °aos �f��{'c+.fir/1av67 �2vu��_
7. Convevance. V The Property is to be conveyed by General Warranty Deed (the
"Deed") with full English Covenants of Title to Buyer or to such person or entity as Buyer may
designate prior to or at Closing.
8. Expenses. The Seller shall pay the cost of the preparation of the Deed, the North
Carolina Grantor's Tax and the fees of their attorney. The expenses of examination of title,
survey and the title insurance premium, if any, and all recording fees and other Closing expenses
shall be paid by the Buyer.
9. Taxes. Real estate taxes are to be adjusted to the Closing Date and paid by Buyer
thereafter.
10. Title. Title to the Property is to be good of record and in fact, fully marketable
and insurable by a recognized title insurance company of Buyer's selection authorized to do
1� business in the State of North Carolina at regular rates without exception, except for such matters
G, which are acceptable to Buyer, in Buyer's sole discretion. Promptly after execution of this
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Agreement by both patties, Buyer may, at its own expense, order a standard ALTA commitment
for owner's title insurance for the Property ("Title Commitment"), and shall at Buyer's election,
obtain an ALTA survey of the Property ("Survey") sufficient in form and substance to enable the
Title Company to remove its standard storey exception. If Buyer, in its sole discretion, finds any
of the exceptions to title set forth in the Title Commitment or fords any matter shown on the
Survey to be objectionable, Buyer shall, on or before 5:00 p.m. of the last day -of the Feasibility
Period, give written notice to Seller setting forth the Buyer's title objections ("Title Objections")
and enclosing a copy of the Title Commitment and Survey (if any). If: (i) Buyer fails to give
such notice timely, Buyer shall be deemed to have accepted all title exceptions that are reported
in the Title Commitment; or (ii) Buyer does give such notice, Buyer shall be deemed to have
accepted all title exceptions reported in the Title Commitment other than the Title Objections
expressly set forth in the notice. Seller agrees to diligently attempt to remedy any Title
Objections, and in the event that Seller is unable to cure any such Title Objections on or before
the Closing Date, then Buyer may, at its option, either: (i) terminate this Agreement by delivery
of written notice thereof to Seller, whereupon the Deposit shall be returned to Buyer and Seller
and Buyer shall have no further rights or obligations to one another hereunder, (ii) waive such
Title Objections and proceed to Closing, or (iii) extend the Closing Date for a period of time
sufficient for Seller to remedy such Title Objections, without Buyer waiving its right to terminate
this Agreement in the event that Seller is unable to remedy such Title Objections prior to such
extended Closing Date.
11. Representations and Warranties of Seller. Seller represents and warrants to Buyer
that the following are true, accurate and complete as of the Effective Date and will be true,
accurate and complete as of Closing:
A. Except as otherwise provided herein, after the Effective Date hereof, Seller
shall not grant any easements and/or rights -of -way over or through the Property or further
encumber the Property without the prior written consent of the Buyer, which consent may be
withheld by Buyer in its sole discretion, nor shall Seller construct or install on the Property any
improvements or allow any existing improvements, natural deposits, resources, or vegetation
thereon to be wasted, removed, sold, or in any way encumbered without the prior written consent
of Buyer, which consent may be withheld by Buyer in its sole discretion.
B. Seller has not received notice of any violations of law or municipal
ordinances, orders, or requirements noted or issued by any governmental department or authority
having jurisdiction over or affecting the Property, nor does Seller have any knowledge of the
same. Seller shall be required to comply with any such notices, orders, or requirements noted or
issued prior to the Closing Date.
C. All bills and claims for labor performed and materials fumished to or for
the benefit of the Property for all periods prior to the Closing Date have been (or prior to the
Closing Date will be) paid in full, and there are not now, nor shall there be on the Closing Date,
mechanics' liens or materialmen's liens, whether or not perfected, on or affecting any portion of
the Property, and if there shall be any such liens, the Seller shall obtain the release of the same on
or before the Closing Date. In connection therewith, Seller agrees, at Closing, to execute any
affidavits and/or customary indemnity agreements which may be required by Buyer's title
{PAGE}

insurance company in order for Buyer to obtain from such title insurance company an owner's
policy of title insurance covering the Property without exception for mechanics' liens or rights of
parties in possession.
D. To Seller's best information, knowledge and belief, there is no pending or
threatened condemnation or similar proceeding affecting the Property or any part thereof.
E. Seller has the power to enter into this Agreement and to consummate the
transaction contemplated herein and the execution of this Agreement, the consummation of the
transaction contemplated herein does not violate any agreement, contract, or other instrument to
which Seller is a party or is bound, and Seller is the owner of and lawfully seized of the Property
as of the date of this Agreement and will continue to own and be so seized to the Closing Date.
F. No special assessments have been levied or are threatened or pending
against all or any part of the Property and Seller has no knowledge of any intended assessments.
If any special assessments are levied, threatened, or pending prior to the Closing Date, Buyer
may terminate this Agreement, in which event the Deposit shall be returned to Buyer and
thereupon neither party shall have any further rights or obligations one to the other hereunder,
unless Seller, at its option, agrees to the payment of the same out of the proceeds of Closing.
G. There are no legal actions, suits, zoning or rezoning actions, or other legal
or administrative proceedings pending or threatened against Seller or the Property, and Seller is
not aware of any facts which might result in any such action, suit or other proceedings, and there
is no action, suit, proceeding, or claim affecting Seller or the Property relating to or arising out of
the ownership, operation, use or occupancy of the Property pending in any court or by or before
any federal, state, county, or municipal department, commission, board, bureau, agency or other
governmental instrumentality, nor, to the best knowledge of Seller, has any such action, suit,
proceeding, or claim been threatened or asserted.
H. There are no parties in possession of any portion of the Property, other
than Buyer, as lessees, tenants at will or at sufferance, trespassers or otherwise.
I. Except as otherwise required hereunder, there are no contracts,
commitments, proffers, obligations, leases or other agreements of any kind that relate to the
Property.
All of the representations, warranties, and covenants of the Seller contained in this
Agreement or in any document delivered to Buyer pursuant to the terms of this Agreement (i)
shall be true and correct in all material respects at the Closing Date, just as though the same were
made at such time, and (ii) Buyer's rights to enforce such representations, warranties and
covenants shall survive the Closing and shall not be merged into any documents delivered by
Seller at Closing. The Seller shall inform Buyer immediately if any of the foregoing
representations and warranties is or becomes untrue or misleading. The Buyer shall have the
right to require the Seller to execute a certificate at Closing confirming the accuracy of the
representations and warranties contained in this Agreement.
{PAGE)

transmitted, if telecopied or (iii) two (2) days following deposit of same in a U.S. Postal Service
receptacle, if sent by mail, postage prepaid, as registered or certified mail, return receipt
requested, addressed as follows:
Buyer: Land South, LLC
3850 Gaskins Road, Suite 120
Richmond, VA 23233
[phone]
Seller: Anna W. & Dalton Granville
214 Whispering Pines
Washington, NC 27889
252-341-3222
Any party hereto may change its address for notice purposes hereunder by delivering
written notice thereof to the other parties in accordance with the foregoing. Rejection or refusal
to accept, or the inability to deliver because of a changed address of which no notice was given
shall not affect the validity of notice given in accordance with this Paragraph 22.
23. Assignment. Buyer may assign this Agreement in whole or in part without the
prior consent of Seller, and upon any such assignment by Buyer, the assignee shall expressly
assume all of Buyer's obligations hereunder and Buyer shall have no further obligations
hereunder.
24. Risk of Loss. The risk of loss or damage to the Property or any improvements or
fixtures located thereon by fire or other casualty is hereby assumed by Seller until the Closing
hereunder and the execution and delivery by Seller to Buyer of the Deed.
25. Condemnation. Seller agrees to give Buyer prompt notice of any actual or portion threatened taking of all or any of the Property by condemnation or eminent domain prior
to the Closing Date hereunder. In the event that prior to Closing hereunder there shall occur a
taking by condemnation or eminent domain of all or any portion of the Property or a proposed
conveyance to a condemning authority in lieu of condemnation, then Buyer, at its option, may
either (i) terminate this Agreement by delivery of written notice thereof to Seller, and thereupon
the Deposit shall be returned to Buyer and the parties hereto shall have no further rights or
obligations hereunder, or (ii) proceed to Closing hereunder, in which event Seller shall assign to
Buyer at Closing all interest of Seller in and to any condemnation proceeds that may be payable
to Seller on account of such condemnation and thereupon Buyer shall control all negotiations and
proceedings undertaken with the condemning authority with respect to the Property. Buyer shall
receive a credit at Closing in the amount of any condemnation proceeds paid to Seller with
respect to the Property prior to the Closing Date.
26. Headings. The paragraph headings contained in this Agreement are for reference
{PAGE}

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Beaufort County
Land Records / GIS
NC PIN : 5676-27-5637
Scale: 1 Inch = 353 Feet. Date: 09/22/2008
-- - •.-...--.� DISCLAIMER «._, .-1
THIS MAF IS PREPARED FOR THE INVENTORY OF REAL PROP-
ERTY IN ACCORDANCE WITH N.C. LAND RECORDS TECHNICAL
SPECIFICATIONS FOR BASE. CADASTRAL AND DIGITAL
MAPPING SYSTEMS. GRAPHIC ILLUSTRATIONS HEREON ARE
COMPILED FROM RECORDED DEEDS, PLATS AND OTHER
PUBLIC RECORD RESOURCES. PERSONS ARE HEREBY
NOTIFIED TO CONSULT ALL APPLICABLE PUBLIC RECORDS
FOR VERIFICATION. BEAUFORT COUNTY AND ITS AGENTS
ASSUME NO LEGAL RESPONSIBILITY FOR THE ACCURACY OF
INFORMATION DEPICTED ON THIS MAP
Online Maps: www.co.beauforLnc.us
Aw

aldwin&
Janowsil1d7PA
ENGINEERING - SURVEYING - PLANNING
` 1015 Conference Drive, Greenville, NC 27858
252-756-1390 • 252-321-1412(fax)
To: N.C. DENR - Express Permitti
if ia X�
Letter Of` Tranmttal.
Date: Job No:
9/16/09 09-073
Attention:
Lyn Hardison
943 Washington Square Mall Re:
Dollar General - Express Stormwater and Erosion
Washington, NC 27889 Control Permit Applications
We are sending you: n Attached ❑ Under separate cover via the following
Drawings C] Plans Prints Pay Request/ Invoice Specifications
ULetter Package LJ Other Stormwater & Erosion Control Permit Packages
1 Stormwater Permit Package
1 Erosion Control Permit Package
1 $4,000 check for express permitting EXPRESS
1 $130 check for erosion control
SEP 16 2009
NC ®ENR
Transmitted as checked below:
�I For approval Approved as noted Resubmit copies for approval
For your use Approved as submitted []Submit copies for distribution
As requested Returned for corrections ❑ Return corrected copies
For review Other
Remarks: Lyn,
The stormwater and erosion control permit packages are separated and labeled. The checks are enclosed in the
envelope.
Sgned: Matthew lliams Copyto:

ror MNH Use UNLYpp �I
Reviewer: ; k i
�A North Carolina Department of Environment and
�1 Submit
Natural Resources .
NCDENR Request for Express Permit Review Time.
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(o)ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a),ncdenr.aov
• Mooresville & -Patrick Grogan 704.663.3772 or patrick.grogan(dncdencgoy
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardisona(dlncdenr.gov
• Wilmington Region -Janet Russell 910-350-2004 or(anet.russell(@ncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
Project Name: DOLLAR GENERAL County: BEAUFORT
Applicant: RUSSELL H MALONE Company: MALONE, LLC
�j ((��Li 97L7
Address: 10220 WEST BROAD STREET City: GLEN ALLEN, Slate: VA Zip: 23060
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:US HWY 264 WEST
Project Drains into CHERRY RUN waters — Water classification C SW NSW (for classification see-hhtp://h2o.enr.state.nc.us/bims/reports/reportsWB.html)
Project Located in TAR-PAM River Basin. Is project draining to class ORW waters? N , within''/: mile
and draining to class SA waters N or within 1 mile and
draining to class HQW waters? N
Engineer/Consultant: STEVE JANOWSKICompany: BALDWIN & JANOWSKI, PE
EXPRESS
Address: 1015 CONFERENCE DRIVE City: GREENVILLE, Slate: NC Zip: 27858-_
Phone: [phone], Fax: [phone], Email:'s'[e-mail]
SEP 16 2009
SECTION ONE: REQUESTING A SCORING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _ NC DENR
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ It of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bl Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ❑ Erosion and Sedimentation Control Plan with 12 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: —acre(s)
Isolated wetland on Properly ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
For DENR use only
Fees lit for multiplepermits: Check# Total FeeAmount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Maj; [I Min)
$
SW (® HD, ❑ LD, ❑ Gen)
$ n!7
401:
g
LQS
$ Qo
Stream Deter—
$
NCDENR EXPRESS March 2009